Dam Search Results

There are 1050 dams matching your search
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Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the table below.

Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.

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Name	Country	Owner	Purpose	River	Reservoir capacity (m³x10⁶)	Construction dates				Dimensions		Volume		Facings						Placement		Cementitious material
						Start		Finish		Height	Length	RCC	Total	Upstream		Downstream		Spillway		Layers	Lifts	Cement	Pozzolan
						Project	RCC	RCC	Project	(m)	(m)	(m³x10³)	(m³x10³)	Slope	Type	Slope	Type	Slope	Type	(m)	(m)	(kg/m³)	(kg/m³)
Bukhtarma	Kazakhstan	Ministry of Energy	F H	Irtysh	31	05/55	09/57	10/61	12/63	90	450	587	988	V	(10)	0.80	(3)	0.80	(3)	300	1200	135	80	(F)
Nangankou	China	Dongqiao County	I	Zaoshui	4	- /69	- /70	- /71	- /72	32	85
Langshan [A]	China			Dinggeniu	33	- /74	- /76	- /78	- /79	41	173		36
Shimajigawa	Japan	Ministry of Construction	F I W	Shimaji	21	09/76	10/78	04/80	03/81	89	240	165	317	V 0.30	(1) (1)	0.80	(1)	0.80	(1)	150 to 200	500 700	84	36	(F)
Liangsanping [A]	China	Sixian Water Resources Bureau	H	Leishui	4	- /79	- /80	- /81	- /82	35	33	3	3
Willow Creek	USA	US Army Corps of Engineers	F R	Willow Creek	17	11/81	04/82	09/82	04/83	52	543	331	331	V	(7)	0.80	(17)	0.80	(17)	300	300	47	19	(F)
Copperfield	Australia	Kidston Gold Mines Ltd.	W	Copperfield	20	12/83	05/84	09/84	09/84	40	340	140	156	V	(3)	V 0.90	(3) (17)	0.80	(1)	300	300	80	30	(F)
Middle Fork	USA	Exxon Company, Houston, Texas	F W	Middle Fork	1	05/84	07/84	09/84	11/84	38	125	42	43	V	(1)	0.80	(1)*	conduit		300	300	66	0	(-)
Carroll E. Ecton (formerly Winchester)	USA	Winchester Municipal Utility	W	Upper Howard Creek	2	06/84	08/84	11/84	01/85	23	363	24	27	V	(6)	V 1.00	(5) (17)	1.00	(1)	300	300	104	0	(-)
Galesville	USA	Douglas County	F I R W	Cow Creek	52	07/84	05/85	08/85	10/85	50	290	161	171	V	(1)	0.80	(17)	0.80	(17)	300	300	53	51	(F)
Castilblanco de los Arroyos	Spain	Junta de Andalucia	W	Cala	1	07/84	05/85	10/85	12/85	25	124	14	20	V	(1)	V 0.75	(1) (1)	0.75	(1)	450	450	72 61	116 120	(F)
Kengkou	China	Kengkou Reservoir Management Office	H W	Youxi	27	11/84	11/85	04/86	11/86	57	123	43	62	V	(9)	0.75	(10)	0.75	(13)	250 & 500	250 & 500	60 60	120 80	(F)
Craigbourne	Australia	Rivers and Water Supply Commission of Tasmania	I W	Coal	13	01/86	04/86	06/86	08/86	25	247	22	24	V	(7)	1.00	(17)	separate		300	300	70	60	(F)
Tamagawa	Japan	Ministry of Construction	F H I W	Tama	254	08/80	09/83	07/86	12/90	100	441	772	1150	V 0.60	(1) (1)	0.81	(1)	0.81	(1)	150 - 200	750 1000	91	39	(F)
Grindstone Canyon	USA	Village of Ruidoso	W	Grindstone	2	09/85	05/86	07/86	10/86	42	432	88	96	V	(1)	0.75	(1)*	0.75	(1)	300	300	76	0	(-)
Monksville	USA	North Jersey District Water Supply Commission and Hackensack Water Company	W	Wanaque	27	05/85	03/86	08/86	11/86	48	670	219	232	V	(1)	V 0.78	(1) (17)	0.78	(1)*	300	300	64	0	(-)
De Mist Kraal	South Africa	Department of Water & Sanitation	I W	Little Fish	4	09/84	05/86	08/86	10/87	30	300	35	65	V	(1)	0.60	(1)*	0.60	(1)*	250	250	58	58	(F)
Saco de Nova Olinda	Brazil	SRH (Secretaria de RecursosHidricos)	F I W	Gravata	97	07/85	07/86	10/86	06/87	56	230	132	143	V	(1)	0.80	(3)*	separate		400	400	55	15	(N)
Flag Boshielo (formerly Arabie)	South Africa	Department of Water & Sanitation	I W	Olifants	104	09/85	03/86	11/86	07/87	36	455	101	142	V	(1)	0.50 0.75	(1)* (1)*	0.75	(1)	300	300	36	74	(S)
Zaaihoek	South Africa	Department of Water & Sanitation	W	Slang	190	05/85	11/85	03/87	09/88	47	527	97	134	V	(1)	V 0.62	(1)*	0.62	(1)*	250	250	36	84	(S)
La Manzanilla	Mexico	CNA (Comisión Nacional del Agua)	F	Ibarrilla	1	11/86	01/87	05/87	07/87	36	150	20	30	V 0.15	(5) (5)	V 0.80	(5) (17)	0.80	(12)	300	300	135	135	(F)
Lower Chase Creek	USA	Phelps Dodge Morenci Inc & Sumitomo Metal Mining	F	Lower Chase Creek	1	03/87	05/87	06/87	07/87	27	122	14	22	V	(1)	0.70	(1)*	0.70	(1)*	300	300	64	40	(F)
Upper Stillwater	USA	Central Utah Water Conservancy District	I W	Rock Creek	37	12/83	09/85	08/87	12/87	91	815	1125	1281	V	(14)	0.32 0.60	(14) (14)	0.32 0.60	(14)* (14)*	300	300	79	173	(F)
Los Morales	Spain	Confederación Hidrográfica del Tajo	W	Morales	2	06/86	02/87	10/87	12/87	28	200	22	26	V	(1) (3)	0.75	(3)*	0.75	(1)	300 - 400	300 - 400	80 74	140 128	(F)
Les Olivettes	France	Département de l’Herault	F	La Peyne	4	08/86	12/86	10/87	03/88	36	255	80	85	V	(1)	0.75	(16)	0.75	(1)*	300	300		130	(R)
Mano	Japan	Fukushima Prefecture	F H W	Mano	36	12/83	04/85	01/88	03/90	69	239	104	219	V	(1)	0.80	(1)	0.80	(1)	180	500	96	24	(F)
Ain al Koreima	Morocco	Direction des Aménagements Hydrauliques	I	Akrech	1	06/87	09/87	02/88	03/88	26	124	17	20	0.20	(5)*	0.20 0.75	(5) (17)	0.60	(1)*	350	350	70 140	30 60	(S)
Shiramizugawa	Japan	Yamagata Prefecture	F I	Shiromizu	5	10/84	10/85	06/88	04/90	55	367	142	314	V	(1)	0.80	(1)	0.80	(1)	150 - 200	500	96	24	(F)
Santa Eugenia	Spain	Sociedad Española de Carburos Metálicos S.A.	H	Xallas	17	01/87	06/87	06/88	10/88	84	290	225	254	0.05	(3)	0.75 0.35	(3)* (3)*	0.75	(1)	250	250	88 72	152 145	(F)
Asahi Ogawa	Japan	Toyama Prefecture	F H	Ogawa	5	03/83	05/86	06/88	06/90	84	260	268	361	V 0.90	(1) (1)	0.80	(1)	0.80	(1)	180	500	96	24	(F)
Stagecoach	USA	Upper Yampa Water Conservancy District, Steamboat Springs, Colorado	H I R W	Yampa	42	08/87	06/88	07/88	11/88	46	116	34	39	V	(1)	0.80	(1)*	0.80	(1)*	300	300	71	71	(F)
Vadeni	Romania	Romanian Electricity Authority (RENAL) - Tirgu Jiu Branch	H	Jiu	5	03/86	05/88	10/88	10/92	25	55	14	17		(12)		(12)	ogee	(12)	300	900	125	0	(-)
Rouidat Amont (formerly Rwedat) [H-F]	Morocco	Direction des Aménagements Hydrauliques	I W	Rouidat	3	05/87	09/87	10/88	12/88	24	125	25	27	0.40	(7)*	0.40	(7)*	0.40	(1)*	400	400	100	15	(N)
Nunome	Japan	Water Resources Development Public Corporation	F W	Nunome	17	05/86	01/88	10/88	12/89	72	322	110	330	V 0.40	(1) (1)	0.76	(1)	0.76	(1)	250	750	78	42	(F)
Knellpoort [A-G]	South Africa	Department of Water & Sanitation	W	Rietspruit	137	04/88	05/88	11/88	09/89	50	200	45	59	V	(1)	0.60	(1)*	0.60	(1)*	250	250	61	142	(F)
Los Canchales	Spain	Confederación Hidrográfica del Guadiana	F W	Lácara	15	05/88	07/88	11/88	01/89	32	240	25	54	V	(3)	0.50 0.80	(3)* (3)*	0.50	(1)*	250	250	84 70	156 145	(F)
Gantangping	China	Hydropower Bureau, Lanshan County	H	Yonghe	9	- /84	- /86	- /88	- /90	52	180		220											(F)
Yuxi [A]	China		W	Yuxi	1	- /85	- /87	- /88	- /89	38	102													(F)
Urugua-i	Argentina	Electriciad Misiones S.A.	H	Urugua-i	1175	10/85	04/88	04/89	- /89	77	687	590	626	V	(6)	0.80	(17)	0.80	(1)	400	400	60	0	(-)
S.W. Freese (formerly Stacy - spillway)	USA	Colorado River Municipal Water District	W	Colorado	700	05/87	05/88	04/89	01/90	31	173	89	158	V	(13)	0.831	(17)	ogee	(12)	300	300	125	62	(C)
Tirgu Jiu	Romania	Romanian Electricity Authority (RENAL) - Tirgu Jiu Branch	H	Jiu	2	08/86	06/88	05/89	12/93	24	61	13	26		(12)		(12)	ogee	(12)	300	900	125	0	(-)
Spitskop	South Africa	Department of Water & Sanitation	I	Harts	61	05/88	09/88	06/89	11/89	15	100	17	36	V	(1) (15)	0.70	(15)	0.70	(1)*	250	250	91	92	(F)
Rongdi	China	Department of Water Resources & Hydropower, Guangxi Zhuang Autonomous Region	F H I	Dulanghe	19	04/88	11/88	07/89	06/91	53	136	61	108	V	(7)	0.75	(10)	0.65	(1)	300	300	90 69	140 111	(F)
Wright’s Retarding Basin	Australia	Australian Capital Territory Government	F	Point Hut Creek	1	01/89	06/89	08/89	10/89	18	86	9	9	V	(7)	1.00	(16)	1.00	(13)	300	300	145	73	(F)
Longmentan Nº1	China	Dehua County, Fujian Province	H I W	Chanxi	53	12/85	12/87	08/89	09/89	58	150	71	93	V 0.30	(12) (12)	0.75	(10)	0.75	(13)	300	300	72 54	82 86	(F)
Wolwedans [A-G]	South Africa	Department of Water & Sanitation	W	Great Brak	24	11/87	10/88	10/89	11/90	70	268	180	210	V	(1)	0.50	(1)*	0.50	(1)*	250	250	58	136	(F)
Tongjiezi (with Niurixigou saddle dam)	China	Guodian Dadu River Basin Hydropower Development Co.	F H I N	Dadu	200	01/85	10/88	12/89	10/94	88	1029	407	855	V	(1)	0.75	(10)	0.75	(1)	300 - 500	300 - 500	79 82	79 83	(F)
Tashkumyr	Kyrgyzstan	Ministry of Power Industry	H I	Naryn	140	- /82	03/87	12/89	12/90	75	320	100	1300	V	(1)	0.78	(1)	0.78	(1)	400	400	90	30	(N)
Shangban	China		H	Wenchuanxi	10	- /87	- /88	- /89	- /89	47	122		74
Pirika	Japan	Hokkaido Development Bureau	F H I	Shirobeshit-oshibetsu	18	10/82	- /88	- /89	10/91	40	755	163	360	V 0.80	(1) (1)	0.80	(1)	0.80	(1)	250	750	84	36	(F)
Dodairagawa	Japan	Gunma Prefecture	F W	Kabura	5	03/86	06/88	01/90	03/92	70	300	167	350	V 0.40	(1) (1)	0.75	(1)	0.75	(1)	180	500	96	24	(F)
Quail Creek South	USA	Washington County Water Conservancy District	W	Quail Creek	50	02/90	03/90	05/90	08/90	42	610	130	150	V	(1)	V 0.85	(1) (17)	conduit		300	300	80	53	(F)
Tianshenqiao Nº2	China	China Southern Power Grid	F H	Nanpan	116	01/84	04/87	06/90	12/92	61	471	143	284	V	(1)	V 0.40	(10)	ogee	(1)	250	250	79	79	(F)
Concepción	Honduras	Servicio Autonomo Nacional Acueductos y Acantarillados (SANAA)	W	San Jose	35	12/88	12/89	06/90	08/90	68	694	270	290	0.075	(2)	0.80	(3)*	0.80	(1)*	400	400	65	15	(N)
Wriggleswade	South Africa	Department of Water & Sanitation	W	Kubusie	94	07/88	07/89	07/90	12/90	34	737	134	165	V	(1)	V 0.62	(1)*	0.62	(1)*	250	250	44	66	(F)
Riou	France	Electricité de France	H I R	Riou	1	01/90	06/90	07/90	03/91	26	308	41	46	V	(2)	0.60	(14)*	0.60	(14)*	300	300		120	(R)
Maroño	Spain	Diputación Foral de Alava	W	Izoria and Idas	2	01/89	11/89	08/90	11/91	53	182	80	91	0.05	(3)	V 0.75	(3)* (3)*	0.75	(1)*	300	300	80 65	160 170	(F)
Caraibas - CEMIG	Brazil	CEMIG (Companhia Energetica de Minas Gerais)	F I	Caraibas	10	04/90	07/90	09/90	02/91	26	160	18	22	0.10	(1)	0.80	(3)*	0.80	(1)*	300	300	70	20	(N)
Asari	Japan	Hokkaido Prefecture	F W	Asari	9	07/86	10/87	09/90	03/93	74	390	259	517	V 0.30	(1) (1)	0.80	(1)	0.80	(1)	180	500	96	24	(F)
Aoulouz	Morocco	Direction des Aménagements Hydrauliques	F G I	Souss	110	03/88	11/89	09/90	11/91	79	476	680	850	V	(1)	0.85	(1)*	0.85	(1)	500	500	84 63	36 27	(M)
Hervás	Spain	Junta de Extremadura	W	Hervás	1	01/89	03/90	09/90	10/90	33	210	24	43	0.15	(1)	0.70	(1)* (5)*	0.70	(1)	300	300	80	155	(F)
Freeman diversion	USA	United Water Conservancy District	G	Santa Clara		03/90	07/90	09/90	- /91	17	366	101	110	V	(1)	0.80	(17)	0.80	(17)	300	300	125	83	(F)
Kamuro	Japan	Yamagata Prefecture	F W	Kaneyama	7	07/86	07/88	10/90	08/93	61	257	136	307	V 0.60	(1) (1)	0.75	(1)	0.75	(1)	150 - 200	500	96	24	(F)
Glen Melville	South Africa	Department of Water & Sanitation	W	Ecca	7	02/88	04/89	12/90	04/91	32	380	66	114	V	(1)	V 0.75	(1) (1)*	0.75	(1)*	330	330	65	65	(F)
Thornlea	South Africa	Umlaas Irrigation Board	I	Mlazi	3	06/90	10/90	12/90	02/91	17	135	16	17	V	(1)	0.90	(3)*	0.90	(1)	170	170	38	87	(S)
Nickajack Auxillary Spillway	USA	Tennessee Valley Authority	H	Tennessee	311	08/89	07/90	02/91	04/92	17	427	79	79	0.25	(3)*	0.60	(3)*	0.60	(3)*	300	600	85	119	(F)
Gameleiras	Brazil	CODEVASF	F I R W	Gameleiras	145	07/90	12/90	04/91	05/91	29	150	27	29	V	(1)				(1)*	400	400	52	13	(-)
Cuchillo Negro	USA	City of Truth or Consequences	F	Cuchillo Negro		10/89	03/90	05/91	07/91	50	186	75	82	V	(7)	0.90	(17)	separate		300	300	77	59	(F)
Sakaigawa	Japan	Toyama Prefecture	F H I W	Sakai	60	03/85	- /87	07/91	01/93	115	298	373	713	V 0.80	(1) (1)	0.78	(1)	0.78	(1)	180	750	84	36	(F)
New Victoria	Australia	Water Authority of Western Australia	W	Munday Brook	10	08/90	03/91	08/91	11/91	52	285	121	135	V	(14)	0.325 0.80	(14)* (14)*	0.325 0.80	(14)* (14)*	300	300	79	160	(F)
Burguillos del Cerro	Spain	Junta de Extremadura	W	Ribera de los Montes	3	12/90	05/91	09/91	12/91	24	167	25	33	V	(14)	0.13 0.60	(14)*	0.60	(13)*	300	300	80	135	(F)
Victoria replacement	USA	Upper Peninsula Power Co., Michigan	H	West Branch	13	04/91	08/91	10/91	06/92	37	100	36	40	V	(12)	0.80	(3)*	0.80	(3)*	300	300	67	67	(C)
La Puebla de Cazalla	Spain	Confederación Hidrográfica del Guadalquivir	I	Corbones	74	03/88	08/89	10/91	12/91	71	220	205	220	V 0.20	(3) (3)	0.80	(3)*	0.80	(3)*	300	300	80	130	(F)
Belén-Cagüela	Spain	Junta de Andalucia	F	Belén	1	03/91	06/91	10/91	10/91	31	160	24	29	0.05	(3)	0.75	(3)*	0.75	(3)*	300	300	73	109	(F)
Choldocogagna (or Xoldokogaina)	France	CAPB (Communauté d'Agglomération Pays Basque)	W	Lessarte	1	04/91	07/91	10/91	12/91	32	132	19	23	0.10	(1)	0.75	(16)	0.75	(1)*	300	300		110	(R)
Belén-Gato	Spain	Junta de Andalucia	F	Belén	1	07/91	09/91	11/91	11/91	34	158	36	41	0.05	(3)	0.75	(3)*	0.75	(3)*	300	300	73	109	(F)
Sabigawa (lower dam)	Japan	Tokyo Electric Power Company	H	Kosabi	11	10/86	03/90	12/91	11/92	104	273	400	590	0.10	(1)	0.80	(1)	0.80	(1)	250	750	91	39	(F)
Caballar I	Spain	Junta de Andalucia	F	Belén	1	09/91	09/91	12/91	12/91	16	98	6	7	0.05	(3)	0.75	(3)*	0.75	(3)*	300	300	73	109	(F)
Amatisteros III	Spain	Junta de Andalucia	F	Belén	1	- /91	09/91	12/91	- /92	15	75	4	5	V	(3)	0.75	(3)*	0.75	(3)	300	300	73	109	(F)
Maoeryan [A]	China			Shiqi	33	- /68	- /88	- /91	- /93	35
Machado	Brazil	COMPESA (Companhia Pernambucana de Saneamento)	H W	Riacho do Chorão	15	- /89	- /90	- /91	- /92	42	360
Belén-Flores	Spain	Junta de Andalucia	F	Belén	1	09/91	11/91	01/92	01/92	28	87	10	12	0.05	(3)	0.75	(3)*	0.75	(3)*	300	300	73	109	(F)
Yantan	China	Datang Yantan Hydropower Co. Ltd.	F H N	Hongshui	3350	03/85	02/89	03/92	12/95	110	525	626	905	V	(1)	V 0.80	(1) (1)*	ogee	(1)	300	300	55	104	(F)
Alan Henry Spillway	USA	Brazos River Authority	W	Double Mountain Fork	140	03/91	12/91	04/92	- /93	25	84	22	23	V	(13)	1.10	(17)	ogee	(1)	300	300	119	59	(F)
Capanda	Angola	Ministry of Energy and Oil of P. R. Angola	H	Kwanza	4795	02/87	10/89	05/92	12/07	110	1203	757	1154	V	(6)	0.70	(14) (10)	0.70	(13)	400	400	70	100	(M)
Shuikou	China	Shuikou Hydropower Plant	F H N	Min	2613	03/87	10/90	05/92	05/95	101	791	600	1710	V	(1)	0.73	(1)	ogee	(1)	200 - 330	200 - 330	60 70	110 90	(F)
Jim Wilson (formerly Town Wash Detention)	USA	Town of Mesquite, Nevada	F	Town Wash		01/92	03/92	05/92	06/92	18	264	43	45	V	(14)	1.50	(3)	1.50	(3)* (17)*	200	200	107	71	(F)
Urdalur	Spain	Confederación Hidrográfica del Ebro	W	Alzania	5	03/90	08/91	07/92	10/92	58	396	150	240	V	(1)	0.75	(3)*	0.75	(3)*	300	300	72	108	(F)
Christian E. Siegrist	USA	City of Lebanon Authority	W	Mill	4	09/91	04/92	07/92	- /93	40	213	69	70	V	(6)	0.80	(17)	0.80	(1)	300	300	59	34	(F)
Taung	South Africa	Department of Water & Sanitation & the former Bophuthatswana Department of Water Affairs	I W	Harts	66	06/90	08/91	09/92	05/93	50	320	132	153	V	(1)	V 0.75	(1) (1)*	0.75	(1)*	250	250	44	66	(F)
Arriarán	Spain	Diputacion Foral de Gipuzkoa	W	Arriarán	3	10/91	04/92	09/92	02/94	58	206	110	113	0.05	(3)	0.70	(3)*	0.70	(3)*	300	300	85	135	(F)
Zintel Canyon	USA	City of Kennewick, Washington	F	Zintel	3	03/92	07/92	10/92	12/92	39	158	54	55	V	(7)	0.85	(17)	0.85	(17)	300	300	74	0	(-)
Kroombit	Australia	Water Resources Commission, Queensland	G I	Kroombit Creek	13	03/92	06/92	10/92	12/92	26	250	84	110	V	(1)	0.70	(1)	0.70	(1)	300	300	82	107	(F)
Burton Gorge	Australia	North Goonyella Coal Properties	W	Isaac	20	07/92	09/92	11/92	12/92	26	285	64	68	V 1.00	(8) (17)	0.80 1.00	(3)* (17)	0.80	(13)*	300	300	85	0	(-)
Ryumon	Japan	Ministry of Construction	F I W	Sakoma	42	09/87	03/90	11/92	03/97	100	378	521	836	V 0.30	(1) (1)	0.80	(1)	0.80	(1)	150 - 200	750 - 1000	91	39	(F)
Joumoua	Morocco	Direction des Aménagements Hydrauliques	W	Joumoua	7	07/89	06/90	11/92	12/92	57	250	150	200	0.20	(5)	0.80	(1)*	0.80	(1)*	350	350	105 180	45 0	(-)
Wan’an	China	China Guodian Corporation	F H I N	Gan	2216	11/84	12/90	12/92	06/94	68	1104	156	1480	V	(1)	0.80	(1)	ogee	(1)	300	300	65	105	(F)
Trigomil	Mexico	CNA (Comisión Nacional del Agua)	F I	Ayuguila	324	12/86	02/91	12/92	12/93	107	250	362	681	V 0.24	(5)	V 0.80	(5) (17)	0.80	(1)	300	300	148	47	(F)
Guangzhou PSS- Lower dam	China	China Southern Power Grid	H	Liuxihe	30	12/94	10/91	12/92	10/00	61	153	32	57	V	(1)	0.70	(3)*	ogee 0.78	(1) (1)	300	300	62	108	(F)
Paxton	South Africa	Private farmer	I	Tsorwo	1	- /90	01/91	12/92	- /92	17	70	3	3	V	(3)	V 0.50	(3)	0.50	(3)	150	150	70	100	(F)
Guxian (GuhXiahn)	China	Yellow River Conservancy Commission	F H I	Luo	1175	- /78	- /89	- /92	- /93	125	315
Hattabara	Japan	Ministry of Construction	F W	Ashida	60	08/88	- /89	- /92	03/98	85	325	228	500	V 0.20	(1) (1)	0.75	(1)	0.75	(1)	150 - 200	750	84	36	(F)
Petit Saut	French Guyana	Electricité de France	H	Sinnamary	3500	07/89	07/92	02/93	05/94	48	740	250	410	V	(11)	V 0.80	(7) (16)	0.80	(13)	300	300		120	(R)
Elmer Thomas - replacement	USA	US Fish and Wildlife Service, Department of the Interior	R	Little Medicine Creek	10	02/92	01/93	02/93	05/93	34	128	29	34	V	(1)	0.64	(1)	none		300	300	89	89	(F)
Jinjiang	China	Jinjiang Electric Co.	F H	Jinjianghe	189	07/90	10/91	03/93	07/93	68	229	182	267	V	(1)	0.75	(1)	0.65	(1) (1)	300	3000	70	80	(F)
Marathia [H-F]	Greece	Ministry of Agriculture	I W	Marathia	3	11/91	12/92	04/93	06/93	28	265	31	48	0.50	(13)	0.50	(10)	0.50	(13)	200 - 300	200 - 300	55	15	(N)
Puding [A]	China	Guizhou Qianyuan Power Co. Ltd.	H I W	Sanchahe	377	03/89	06/92	05/93	02/94	75	196	103	137	V	(1)	0.35	(1)	ogee 0.35	(1) (1)	300	300	85 54	103 99	(F)
Imi el Kheng	Morocco	Direction des Aménagements Hydrauliques	G I	Berhil	12	04/92	09/92	07/93	04/94	39	170	97	109	0.20	(5)	0.80	(1)*	0.80	(1)*	300	300	100 110	20 20	(N)
Tsugawa	Japan	Okayama Prefecture	F H W	Kamo	6	10/89	10/91	07/93	03/94	76	228	222	342	V 0.60	(1) (1)	0.76	(1)	0.76	(1)	250	750	96	24	(F)
Cenza	Spain	Iberdrola, S.A.	H	Cenza	43	01/92	03/93	08/93	12/93	49	609	200	225	V	(3)	0.122 0.75	(3)* (3)*	0.75	(3)*	300	300	70	130	(F)
Clifford D. Craig (formerly Spring Hollow)	USA	Western Virginia Water Authority	W	off-stream	12	10/92	03/93	08/93	- /94	74	302	222	223	V	(6)	0.80	(17)	none		300	300	53	53	(F)
Hudson River Nº11	USA	Banks County	W	Mountain Creek		11/92	04/93	08/93	- /93	21	168	26	28	V	(6)	0.80	(1)*	0.80	(1)*	300	300	119	84	(F)
Shuidong	China	Fujian Shuikou Power Generation Group	H N	Youxi	108	04/91	11/92	10/93	12/95	63	197	126	184	V	(7)	0.75	(10)	0.75	(1)	300	300	50	90	(F)
Sierra Brava	Spain	Confederación Hidrográfica del Guadiana	I	Pizarroso	232	12/90	06/92	11/93	12/93	54	835	277	340	0.05	(14)	0.75	(14)*	0.75	(14)*	300	300	80	140	(F)
Kodama	Japan	Fukushima Prefecture	F W	Kodama	14	10/89	05/91	12/93	03/97	102	280	358	570	V 0.20	(1) (1)	0.76	(1)	0.76	(1)	250	750	91	36	(S)
La Cantache (formerly Villaumur)	France	Conseil Departemental d'Ille-et-Vilaine	F	Le Cantache	7	07/93	10/93	12/93	03/94	16	147	11	15	V	(11)	0.75	(1)*	0.75	(1)*	300	300		90	(R)
Vinoramas	Mexico	CNA (Comisión Nacional del Agua)/Estado de Sinaloa	F I	El Bledal	102	10/91	04/93	12/93	01/94	50	807	117	184	V	(5)	0.80	(3)*	0.80	(13)	300	300	100	100	(M)
Miyatoko	Japan	Miyagi Prefecture	F W	Miyatoko	5	06/89	06/90	12/93	01/97	48	256	172	280	0.60	(1)	0.80	(1)	0.80	(1)	180	500	96	24	(F)
Daguangba	China	Hainan Provincial Electric Power Company (HEPCO)	H I W	Changhua	1710	06/90	12/91	12/93	07/95	57	719	485	860	V	(1)	0.75	(10) (3)	0.75	(1)	300	300	55	96	(F)
Sahla	Morocco	Direction des Aménagements Hydrauliques	I W	Sahla	62	05/92	11/92	12/93	07/94	55	160	130	160	0.20	(5)	0.90	(1)*	0.80	(1)*	300	300	85 125	15 25	(N)
Suoshai	China	Guizhou Hongfeng Hydropower Plant	H	Sancha	420	- /89	- /90	- /93	- /94	75	196		88
Pelo Sinal	Brazil	SUPLAN/RN	W	Taperobá	76	12/91	- /92	- /93	- /94	34	296	69	89		(1)					300	300	64	16	(-)
Sep	France	Syndicat Mixte pour l’Amenagement de la Haute Morge (SMAHM)	I	Sep	5	04/93	09/93	01/94	03/94	46	145	49	58	V	(11)	0.72	(16)	0.72	(3)*	300	300		120	(R)
Pak Mun	Thailand	Electricity Generating Authority of Thailand (EGAT)	H	Mun		04/91	12/93	03/94	06/94	26	323	48	50	V V	(13) (15)	V 0.80	(13) (15)	separate		300	300	58	124	(F)
Hinata	Japan	Iwate Prefecture	F	Kasshi	6	12/90	11/92	05/94	03/98	57	290	113	232	V	(1)	0.75	(1)	0.75	(1)	180 - 250	750	84	36	(F)
Shanzi	China	Lianjiang Water Conservancy Bureau	F H I W	Aojiang	172	08/92	11/93	05/94	06/95	66	274	180	272	V	(5)	0.80	(10)	0.77	(13)	300	300	65 55	125 95	(F)
San Lazaro	Mexico	CNA (Comisión Nacional del Agua)	F G W	San Lazaro	11	10/85	04/94	06/94	07/94	37	176	35	53	V 0.20	(5)	0.80	(3)*	0.80	(13)	300	300	100 90	220 220	(M)
Wenquanbao [A]	China	Wenquanbao Reservoir Management Office	F H I W	Tanghe	7	10/91	10/92	06/94	- /95	48	188	55	63	V	(4)	0.30	(3)	ogee	(13)	300	300	110 69	68 85	(F)
Rocky Gulch	USA	Phelps Dodge Corporation	P	Rocky Gulch		05/94	05/94	06/94	07/94	18	55	6	7	V	(1)	0.80	(17)	none		300	300	184	0	(-)
San Rafael	Mexico	CFE (Comisión Federal de Electricidad)	F H	Santiago	26	11/93	05/94	07/94	07/94	48	176	81	110	V	(5)	0.66 0.80	(3)*	separate		300	300	90	130	(N)
Lac Robertson	Canada	Hydro-Québec	H	Ha! Ha!	587	10/92	06/94	08/94	03/95	40	124	28	35	V	(1)	0.75	(1)*	separate		300	300	85	85	(F)
La Touche Poupard	France	CAEDS	I	Chambon	15	08/93	04/94	08/94	12/94	36	200	34	46	V	(1)	0.75	(3)*	0.75	(1)*	300	300		115	(R)
Lower Molonglo Bypass Storage	Australia	Icon Water (formerly ACT Electricity and Water)	P	Unnamed creek	1	02/94	06/94	08/94	11/94	32	120	22	27	V	(1)	0.80	(1)*	0.80	(1)*	300	300	96	64	(F)
Várzea Grande	Brazil	SUPLAN/PB	W	Picuí	21	10/93	10/94	10/94	- /95	31	135	27	28		(1)		(3)*			300	300	56	14	(N)
Cova da Mandioca	Brazil	CODEVASF (Companhia de Desenvolvimento dos Vales do Sao Francisco do Parnaiba)	I W	Cova da Mandioca	126	01/93	09/93	12/94	12/94	32	342	75	79	V	(1)	0.75	(3)*	0.75	(1)*	400	400	64	16	(-)
do Prata	Brazil	Companhia Pernambucana de Saceamento	W	da Prata	42	- /92	09/93	12/94	- /95	26	405	61	75							300	300	80	0	(-)
Catou	China	Dongyuan County	H	Yinjiang	1	- /92	- /93	- /94	- /94	35	115		223	0.90		0.90		0.90
Maojiang [A]	China	Lanshan County Hydropower Bureau	H I	Xiang	2	- /92	- /93	- /94	- /95	45	150		45											(F)
Sishanping [A]	China	Huangcen Reservoir Management Office	F H I	Leishui	3	- /92	- /93	- /94	- /95	56	147		18											(F)
Miyagase	Japan	Ministry of Construction	F H W	Nakatsu	193	11/87	11/91	02/95	03/01	156	400	1537	2060	0.20 0.60	(1) (1)	0.625	(1)	0.625	(1)	150 - 200	750	91	39	(F)
Yoshida	Japan	Kagawa Prefecture	F W	Yoshida	2	07/91	07/93	02/95	03/96	75	218	265	304	V	(1)	0.75	(1)	0.75	(1)	250	750	84	36	(F)
Chiya	Japan	Okayama Prefecture	F H W	Takahashi	28	03/89	09/92	04/95	03/98	98	259	396	670	V	(1)	0.77	(1)	0.77	(1)	250	750	91	39	(F)
Canoas	Brazil	Companhia de Gestão dos Recursos Hídricos	I W	Riacho da Madeira	69	07/93	08/94	05/95	- /96	51	116	87	93	0.10	(1)	0.80	(10)*	0.80	(1)*	300	300	64	16	(N)
Ohmatsugawa	Japan	Akita Prefecture	F H W	Matsu	12	07/90	10/92	06/95	09/96	65	296	141	294	V 0.70	(1) (1)	0.76	(1)	0.76	(1)	250	750	91	39	(F)
Xibingxi [A-G]	China	Department of Electric Power, Lonyan City, Fujian Province	H W	Longshanxi	9	08/93	12/94	07/95	10/95	64	93	25	33	V 0.08	(4) (4)	0.65	(3)	ogee 0.65	(13)	300 - 350	300 - 350	80 79	120 105	(F)
Guanyinge (Kwan-in-Temple)	China	Guanyinge Reservoir Management Bureau	F H I W	Taizi	2168	05/90	09/91	09/95	10/95	82	1040	1240	1876	V 0.10	(1) (1)	0.70	(1)	0.70	(1)	270 - 280	750	91	39	(F)
Satsunaigawa	Japan	Hokkaido Development Bureau	F H I W	Satsunai	54	02/87	04/91	10/95	03/99	114	300	536	770	0.40	(1)	0.80	(1)	0.80	(1)	250	750	78	42	(S)
Enjil	Morocco	Direction des Aménagements Hydrauliques	I W	Taghoucht	12	11/93	03/94	10/95	03/96	36	80	45	57	0.20	(5)	0.80	(1)*	0.80	(1)*	300	300	110 150	0 0	(N)
New Peterson Lake	USA	City of Greeley	W	Tributary of Cache La Poudre	3	05/95	09/95	11/95	12/95	21	70	7	8	V	(1)	0.80	(1)*	0.80	(1)*	300	300	145	48	(F)
Shiokawa	Japan	Yamanashi Prefecture	F I W	Shio	12	05/93	08/93	11/95	03/99	79	225	299	388	0.10 0.70	(1) (1)	0.76	(1)	0.76	(1)	250	750	96	24	(F)
Urayama	Japan	Water Resources Development Public Corporation	F H W	Urayama	58	03/90	12/92	12/95	03/99	156	372	1294	1750	V 0.65	(1) (1)	0.80	(1)	0.80	(1)	250	750 1000	91	39	(F)
Shimantan	China	Department of Water Resources, Henan Province	F I W	Gunhe	120	07/93	04/94	12/95	07/96	41	650	272	351	V	(3')	0.75	(3)*	0.75	(1)	300	300	98 51	98 107	(F)
Shibanshui	China	Fengdu Water Resources Bureau	F H R	Longxihe	105	12/92	04/94	- /95	- /96	84	445	335	564	V	(3')	0.65	(1)	0.65	(13)	300	1000	126 60	84 90	(F)
Açude Acauã	Brazil	DNOCS (Departamento Nacional de Obras Contra a Seca)	F I W	Paraíba	247	- /93	- /93	- /95	- /95	79	440	674	734		(1)		(3)*		(1)*	300	300	64	16	(N)
Juba I	Brazil	Itamarati Norte S.A. (part of Brennand Energia)	H	Juba		- /93	- /94	- /95	- /96	21	238	96	113									60	15	(N)
Juba II	Brazil	Itamarati Norte S.A. (part of Brennand Energia)	H	Juba		- /93	- /94	- /95	- /96	21	238	105	113									60	15	(N)
Passagem de Trairas	Brazil	Secretaria de Meio Ambiente e dos Recursos Hídricos do Estado do Rio Grande do Norte	R W	Seridó	50	- /93	- /94	- /95	- /96	26	458	27	28									64	16	(N)
Oeste	Brazil	Barragem Oeste - SDC	F	Itajai do Oeste	100	- /93	- /94	- /95	- /96	30	367
Nacaome	Honduras	Secretaria de Recursos Naturales	W	Rio Grande Nacaome	42	06/93	08/94	- /95	- /95	54	320	250	300	0.15	(2)	0.80	(3)*	0.80	(12)*	400	400	64	21	(N)
Ano Mera [H-F]	Greece	Ministry of Agriculture	I W	Ano Mera	1	04/93	03/95	- /95	- /97	32	170	49	64	0.50	(13)	0.50	(10)	0.50	(1)	200 - 300	200 - 300	55	15	(N)
Jordão	Brazil	COPEL (Companhia Paranense de Energia)	H	Jordão	110	05/94	01/95	02/96	09/96	95	550	570	647	V	(1)	0.74	(3)*	0.74	(12)	400	400	60	15	(N)
Pangue	Chile	Empresa Electrica Pangue SA	H	Bio-Bio	175	01/92	01/95	02/96	12/96	113	410	670	740	V	(1)	0.80	(3)*	0.80	(12)	300	300	80	100	(N)
Derivação do Rio Jordão	Brazil	Copel Geração e Transmissão S.A.	H	Jordão	110	05/94	01/95	03/96	12/97	73	560	576	665
Loyalty Road flood retarding basin	Australia	Upper Parramatta River Catchment Trust	F	Darling Mills Creek		06/95	12/95	04/96	08/96	30	111	20	22	V	(7)	0.80	(7)	0.80	(7)	300	300	50	30	(S)
Bailongtan	China	Guangxi-Guiguang Electric Power Development Co. Ltd.	H I N	Hongshuihe	340	02/93	10/95	04/96	08/97	34	710	62	80	V	(1)	0.70	(10)*	0.70	(5)*	300	300	73 99	110 60	(F)
Shimagawa	Japan	Gunma Prefecture	F W	Shima	9	03/91	- /94	05/96	03/98	90	330	390	516	V 0.50	(1) (1)	0.80	(1)	0.80	(1)	250	750	84	36	(F)
Jack Turner (formerly Big Haynes)	USA	Conyers-Rockdale Big Haynes Imp. Authority	W	Big Haynes Creek		10/94	02/95	06/96	09/96	27	427	72	74	V	(8)	0.80	(10)*	0.80	(10)*	300	300	42 39	42 39	(F)
Hiyoshi	Japan	Water Resources Development Public Corporation	F H W	Katsura	66	- /83	10/94	07/96	03/98	70	438	440	670	V 0.80	(1) (1)	0.80	(1)	0.80	(1)	250	750 1000	84 77	36 33	(F)
Boqueron	Spain	Confederación Hidrográfica del Segura	F	Rambla del Boqueron	13	10/94	02/96	08/96	12/97	58	290	137	145	0.05	(3')	0.73	(3')	0.73	(3')*	300	300	55	130	(F)
Grand Falls spillway	Canada	Abitibi-Price Inc.	H	Exploits		08/96	09/96	09/96	12/96	15	180	7	11	V	(1)	0.67	(1)*	0.67	(1)*	200	200	130	75	(F)
Mantaicheng	China	Wangqing County Water Conservancy Bureau	H I	Gayahe	10	08/92	01/93	12/96	08/97	37	337	78	100	V	(1)	0.75	(10)	ogee 0.70	(1) (1)	300	1000	60	120	(F)
Dahekou	China	Chongqing Wujiang Power Company	F H	Apengjiang	115	- /93	- /94	- /96	- /97	85	149		33
Guilman-Amorin	Brazil	Arcelor Mittal Brasil S.A.	H	Piracicaba	12	- /93	- /95	- /96	10/97	41	143	85	102							300	300	80	20	(N)
Tomisato	Japan	Water Resources Development Public Corporation	F I W	Douzan	53	02/92	- /95	02/97	03/00	111	250	355	510	V	(1)	0.76	(1)	0.76	(1)	250	750 1000	84 72	36 48	(F)
Platanovryssi	Greece	Public Power Corporation (PPC)	H I	Nestos	84	01/89	10/95	03/97	06/99	95	305	420	440	0.10	(14)	0.75	(14)*	0.75	(13)	300	300	50	225	(C)
Wanyao	China	Wanyao Reservoir Management Bureau	F H I W	Dahexi	223	10/93	01/95	05/97	07/97	83	390	320	458	V 0.20	(1) (1)	0.70	(5)	0.75	(13)	300	300	64	96	(F)
Queiles y Val	Spain	Confederación Hidrográfica del Ebro	F	Val	25	01/93	10/95	05/97	12/98	82	375	480	520	V 0.33	(1) (1)	0.80	(5)	0.80	(1)	300	300	80	145	(F)
Atance	Spain	Confederación Hidrográfica del Tajo	I	Salado	35	07/96	04/97	07/97	10/97	45	184	65	75	V	(3)	0.80	(3)*	0.80	(3)*	300	300	57	133	(F)
Takisato	Japan	Hokkaido Development Bureau	F H I W	Sorachi	108	10/90	- /93	07/97	06/00	50	445	327	455	0.06	(1)	0.80	(1)	0.80	(1)	250	750	84	36	(F)
Kazunogawa	Japan	Tokyo Electric Power Company	H	Tuchimuro	12	11/92	08/95	07/97	11/99	105	264	428	622	V 0.10	(1) (1)	0.82	(1)	0.82	(1)	170	1000	91 84	39 36	(F)
Qedusizi (formerly Mount Pleasant)	South Africa	Department of Water & Sanitation	F	Klip	128	04/94	03/95	08/97	03/98	28	490	78	156	V	(1)	V 0.70	(1) (1)*	0.70	(1)*	250	250	46	108	(S)
Tie Hack	USA	City of Buffalo	W	South Fork Clear Creek	3	05/96	10/96	08/97	- /97	41	170	62	69	V	(1)	0.80	(1)*	0.80	(1)*	300	300	89	83	(F)
Shuangxi	China	Department of Electricity, Dapu County, Guangdong Province	F H I W	Meixihe	95	01/95	03/96	10/97	12/97	60	221	113	172	V	(9)	0.80	(1)	0.78	(1)	300	300	90 55	110 105	(F)
Cadiangullong	Australia	Cadia Holdings Pty. Lty.	W	Cadiangullong Creek	4	11/96	05/97	12/97	03/98	43	356	114	123	V	(3')	0.75	(1)* (3')*	0.75	(1)*	300	300	90	90	(F)
Taolinkou	China	Department of Water Resources, Hebei Province	F H I R W	Qinglonghe	859	11/92	12/94	12/97	- /98	75	500	585	1350	V 0.15	(1)	0.78	(1)	ogee 0.65	(1) (1)	300	300	135 70	70 85	(F)
do Peixe	Brazil	CPEE (Companhia Paulista de Energia Elétrica)	H	do Peixe	2	02/96	12/96	12/97	- /98	32	300	20	34	V	(1)	0.80	(1)*	0.80	(1)*	300	300	120 90	0 0	(-)
Santa Clara-GO	Brazil	Saneamento de Goiás S/A	W		129	- /86	- /95	- /97	- /97	47			129
Fengxiangxia [A]	China	Fengdu Hydropower Bureau	H	Huilonghe	8	- /93	- /95	- /97	- /98	90	158		770	0.10		0.76		0.76
Prata	Brazil	COMPESA (Companhia Pernambucana de Saneamento)	W	Capema	40	- /95	- /96	- /97	- /98	20	405
Pedro Moura Junior (formerly Belo Jardim)	Brazil	COMPESA (Companhia Pernambucana de Saneamento)	W	Ipojuca (Gravata)	37	05/95	09/96	- /97	- /98	34	470	113	125		(1)		(1)*		(1)*	300	300	64	16	(N)
Contraembalse de Moncion [H-F]	Dominican Republic	INDRHI (Instiuto Nacional de Recursos Hidráulicos de la República Dominicana)	F H I	Mao	8	07/95	02/96	03/98	06/98	28	254	130	155	0.70	(1)	0.67	(1)*	0.80	(1)*	300	300	80	0	(-)
Bouhouda	Morocco	Direction des Arrenagements Hydrauliques	I W	S’ra	56	05/95	04/96	05/98	09/98	55	174	165	186	0.20	(5)	0.80	(1)*	0.80	(1)*	300	300	100 120	0 0	(N)
Hayachine	Japan	Iwate Prefecture	F H I W	Hienuki	17	03/93	10/95	06/98	03/00	74	333	141	333	V 0.20	(1) (1)	0.76	(1)	0.76	(1)	250	750	84	36	(F)
Gov. José Richa (formerly Salto Caxias)	Brazil	COPEL (Companhia Paranense de Energia) Geração E Transmissão S.A.	H	Iguaçu	3573	02/95	01/96	07/98	12/98	67	1083	912	1438	V	(13)	0.75	(1)*	0.75	(12)	300	300	80	20	(F)
Val da Serra	Brazil	CORSAN (Companhia Riograndense de Saneamento)	W	Ibicui-Mirim	24	07/97	11/97	07/98	11/98	37	675	69	95	V	(13)		(12)*		(12)*	300	300	90	30	(F)
Gassan	Japan	Ministry of Construction	F H I W	Bonji	65	08/88	06/94	10/98	03/01	123	393	731	1160	V	(1)	0.80	(1)	0.80	(1)	250	750 1000	91	39	(F)
Penn Forest	USA	Bethlehem Authority, City of Bethlehem	W	Wild Creek	2	08/96	09/97	10/98	12/98	49	610	283	283	V	(6)	0.50	(15) (7)	conduit		300	300	58	41	(F)
Yongxi Nº3	China	Yongxi Hydroelectric Co. Ltd.	F H W	Dazhangxi	68	05/96	10/97	10/98	09/99	87	198	170	255	V	(3')	0.73	(10)	ogee 0.73	(1) (1)	280	3000	115 80	95 90	(F)
Jucazinho	Brazil	DNOCS (Departamento Nacional de Obras Contra a Secas)	F I R W	Capiibaribe	204	07/96	11/96	10/98	- /99	63	442	442	470	V	(12)	0.75	(1)*	0.75	(1)*	300	300	64	16	(N)
Rialb	Spain	Confederación Hidrográfica del Ebro	I W	Segre	402	01/93	10/95	12/98	01/00	99	630	980	1016	0.15 0.35	(1) (1)	0.40 0.65	(1) (1)	0.65	(1)	330	330	70 65	130 130	(F)
Huatan	China	Ya’an Electricity Company	H	Yinghe	8	01/96	06/96	12/98	05/99	85	173	240	290	0.20	(1)	0.80	(1)	0.80	(1)	300 - 400	300 - 400	78 74	95 90	(F)
Changshun	China	Department of Water Resources, Hubei Province	H W	Yujiang	68	- /91	03/97	12/98	06/00	69	279	170	200	V	(3')	0.74	(3)	0.80	(1)	300	5000	134 72	89 48	(F)
Waijin [A]	China	Fushan Power Station Management Bureau	H I	Nanxi	7	- /94	- /96	- /98	- /99	47	235		240
Kengxiashan [A]	China	Wencheng County Kengxiashan Hydropower Development Co. Ltd.	H	Yuquanxi	1	- /96	- /97	- /98	- /98	34	80
Bab Louta	Morocco	Direction des Aménagements Hydrauliques	W	Bous Sbaa	37	01/97	02/98	02/99	03/99	55	110	63	77	V	(5)	0.75	(1)*	0.75	(13)	300	300	65 80	15 20	(N)
Fenhe Nº2	China	Department of Water Resources, Shanxi Province	F H W	Fenhe	130	11/96	08/98	03/99	06/00	87	350	362	448	V 0.20	(1) (1)	0.75	(5)	0.75	(1)	300	3000	127 60	84 93	(F)
Jiangya	China	Lishui Hydropower Development Co. Ltd.	F H I N W	Loushui	1741	07/95	10/96	04/99	- /01	131	368	1100	1310	V	(3')	0.80	(3)*	ogee 0.80	(13)	300	3000	87 64 46	107 96 107	(F)
Buckhorn	USA	Town of Wilson	W	Contentea Creek		03/98	- /98	04/99	06/09	16	781	64	69	V	(6)					300	300	89	0	(-)
Songyue (1st Stage)	China	Helong Electricity Corporation	F H I R W	Hailanhe	21	09/97	01/98	04/99	09/99	29	271	44	77	V	(1)	0.73	(10)	conduit		300	2000	80	100	(F)
Toker	Eritrea	Government of Eritrea	W	Toker	14	11/96	02/98	05/99	08/99	73	263	187	210	V	(1)	0.80	(1)*	0.80	(12)*	330	330	110	85	(F)
Balambano	Indonesia	P.T. Vale Indonesia	H	Larona	33	03/95	04/98	06/99	09/99	94	352	528	54	V	(2)	0.80	(1)*	0.80	(12)	420	420	81	54	(F)
Yangxishui Nº3	China	Shaoguang Electricity Corporation Ltd	H	Yangxishui	2	11/97	09/98	06/99	07/00	46	202	100	139	V	(1)	V 0.75	(1) (1)*	0.70	(12)	300	300			(F)
Bertarello	Brazil	CORSAN (Companhia Riograndense de Saneamento)	W	Arroio Burati	6	- /98	08/98	07/99	- /00	29	219	80	115	V	(13)		(12)*		(12)*	300	300	72	18	(N)
Ziga	Burkina Faso	Oner-Moz	W	Nakambe	28	04/98	10/98	08/99	07/00	18	120	44		V	(1)	0.80	(10)*	0.80	(12)*	300	300			(-)
Baishi	China	Department of Water Resources, Liaoning Province	F H I W	Dalinghe	1645	09/96	04/97	09/99	12/00	49	513	111	603	V 0.10	(1) (1)	0.70	(1)	0.76	(1)	300	300	72	58	(F)
Rosal	Brazil	Rosal Energia S.A.	H	Itabapoana	17	04/98	- /98	09/99	- /00	37	212	45	75		(1)		(3)*		(1)*	300	300	45	55	(S)
Suçati	Turkey	ERE Electricity Co.	H	Güredin Creek	9	01/98	02/99	10/99	10/99	36	192	55	60	V	(7)	0.80	(7)	0.80	(12)	300	300	50	100	(S)
Barnard Creek Canyon Debris Dam	USA	Davis County Flood Control	F	Barnard Creek		08/99	11/99	11/99	01/00	18	46	3	3	V	()	0.75	()*	0.75	()*	300	300	108	84	(F)
Hongpo [A-G]	China	Xishan Xingyu Water Resources Corporation	W	Qinggoushui	3	10/97	07/98	11/99	12/99	55	244	71	77	V	(3')	0.50	(1)	0.50	(1)	300	3000	54	99	(F)
Nagashima sediment dam [H-F]	Japan	Ministry of Construction		Ohi	1	03/97	04/99	12/99	08/00	33	127	23	55	1.20	(12)	1.20	(12)			250	500 1000	40	50	(S)
Las Blancas	Mexico	CNA (Comisión Nacional del Agua)	I	Álomo & Soso	124	08/98	03/99	12/99	11/00	32	2795	221	316	V	(8)	V 0.75	(7) (3)*	0.75	(1)	300	300	100	100	(F)
Ponto Novo	Brazil	CERB (Companhia de Engenharia Rural da Bahia)	I W	Itapicuru-açu	39	05/98	07/98	12/99	02/00	26	266	90	105		(1)		(3)*		(1)	300	300	72	18	(N)
Antacoto	Peru			Mantaro	120	- /98	- /98	- /99	- /99	17	65													(-)
Zanja Honda	Colombia		I	Chenche		- /97	- /98	- /99	- /00	24		75										75	0	(-)
Nam Leuk spillway	Laos	EDL Generation Public Co. Ltd	H	Nam Leuk	185	- /98	- /98	- /99	- /00	15	60
Kubusugawa	Japan	Toyama Prefecture	F H I W	Kubusu	10	03/93	04/98	- /99	10/02	95	253	364	469	V 0.40	(1) (1)	0.78	(1)	0.78	(1)	250	750	84	36	(F)
Bullard Creek	USA	Natural Resources Conservation Service	F	Bullard Creek	1	10/98	08/99	- /99	- /99	16	110	7	7	V	(3)	V 0.75	(3)*	0.75	(3)*	300	300	148	44	(F)
Ohnagami	Japan	Simane Prefecture	F I W	Sutu	19	03/93	04/98	04/00	03/03	72	334	284	362	V 0.25	(1) (1)	0.79	(1)	0.79	(1)	250	750	84	36	(F)
Gaobazhou	China	Qingjiang Hydropower Development Corporation	F H N	Qingjiang	536	05/97	11/98	04/00	01/01	57	440	210	940	V	(9)	0.75	(1)	0.75	(1)	300	300	123 86	100 86	(F)
Trout Creek	USA	Paul Moltz	I R	Trout Creek	1	08/99	04/00	05/00	07/00	31	38	9	10	V	(1)	0.80	(1)*	0.80	(1)*	300	300	163	0	(-)
Pickle Jar	USA	Paradise Valley Estates	W		1	10/99	03/00	05/00	08/00	16	57	331	331	V	(1)	0.80	(1)*	0.80	(1)*	300	300	90	0	(-)
Beni Haroun	Algeria	ANBT (Agence Nationale des Barrages et Transferts)	I W	El Kebir	963	01/93	10/98	07/00	12/00	118	714	1690	1900	V	(1)	0.80	(1)*	0.80	(13)	300	300	82	143	(F)
Origawa	Japan	Ministry of Land, Infrastructure & Transport	F N	Ori	15	02/93	11/96	07/00	03/04	114	331	673	742	V 0.60	(1) (1)	0.77	(1)	0.77	(1)	250	750	91	39	(F)
Karkheh (Pie Pol)	Iran	Khuzestan Water & Energy Authority	F H	Karkeh	40	02/98	07/99	07/00	- /01	34	350	130	270		(12)		(12)	ogee	(12)	300	300	97	33	(-)
Shinmiyagawa	Japan	Ministry of Agriculture	I	Miya	10	03/94	07/97	08/00	03/03	69	325	393	480	V	(1)	0.83	(1)	0.83	(1)	250	750	91	39	(F)
Pajarito Canyon	USA	US Department of Energy (Los Alamos Lab.)/US Army Corps of Engineers	F	Pajarito	8	06/00	07/00	08/00	09/00	36	112	48	48	V	(15)	1.00	(17)	conduit		300	300	148	0	(-)
Porce II	Colombia	EPM (Empresas Públicas de Medellín)	H	Porce	211	11/94	12/96	09/00	03/01	123	425	1305	1445	0.10	(14)	0.35 0.75	(14)*	0.75	(13)	300	300	132 120	88 80	(N)
Tucuruí - 2nd Phase	Brazil	Eletronorte SA	H	Tocantins	45800	06/98	06/99	09/00	10/05	78	1541	288	1383		(3)		(3)*	separate		300	300	70	30	(N)
Inyaka	South Africa	Department of Water & Sanitation	W	Marite	123	01/96	06/97	10/00	03/02	53	350	160	327	V	(1)	0.68	(1)	0.68	(1)	250	250	60	120	(F)
Dona Francisca	Brazil	Dona Francisca Energértica SA	H	Jacuí	335	08/98	06/99	10/00	12/00	63	670	485	503	V	(1)	0.75	(3)*	0.75	(1)*	300	300	72	18	(N)
Tannur	Jordan	Jordan Valley Authority, Ministry of Water and Irrigation	I	Wadi al Hasa	17	02/99	12/99	12/00	09/01	60	270	250	250	V 1.00	(3')	0.80	(3')*	0.80	(3')*	300	1200	125 120	75 50	(N)
Dagangou	China	Ge'ermu Hydroelectric Responsibility Corporation Ltd.	H	Geermu	9780	- /96	- /98	- /00	- /01	40
Santa Cruz do Apodi	Brazil	Secretaria Estadual do Meio Ambiente e Recursos Hídricos do Rio Grande do Norte	F I R W	Apodi	600	- /98	- /99	- /00	03/02	48	1660	1023	1120							300	300	80	0	(-)
Shankou Nº3 [A]	China	Shixing County Power Development Corporation	F H	Du’anshui (Chengjiang)	48	09/99	02/00	01/01	03/01	57	179	90	119	V	(3')	0.75	(3')	0.80	(1)	330	3000	105 63	86 80	(F)
Tiúma	Brazil	COMPESA (Companhia Pernambucana de Saneamento)	W	Tiúma	6	- /99	- /00	01/01	05/01	16	132
R'mil	Tunisia	Ministre de l’Agriculture	I	R’mil	44	08/99	10/00	05/01	11/01	18	260	64	160	V	(15)	0.90	(16)	0.90	(12)*	300	300	100	0	(-)
Longshou Nº1 [A-G]	China	Department of Electricity, Gansu Province	H	Heihe	13	04/99	03/00	06/01	09/01	80	258	187	210	V 0.20	(1) (1)	0.75	(1)	0.75	(1)	300	3000	96 58	109 113	(F)
Shimenzi [A]	China	Shimenzi Reservoir Engineering Management Office	H I W	Taxi	80	06/98	06/99	06/01	10/01	110	176	188	211	0.142 V	(3') (3')	V 0.18	(3) (3)	crest	(12)	300	3000	93 62	110 110	(F)
Safad	UAE	Ministry of Agriculture and Fisheries	G I		1	- /00	05/01	06/01	- /01	19	100	9	10	V	(1)	0.80	(1)*	0.80	(12)	300	300	90	0	(-)
North Fork Hughes River	USA	USDA Natural Resources Conservation Service	F R W	North Fork Hughes River	1480	07/99	03/01	07/01	- /01	26	200	65	65	V	(8)	0.80	(10)	0.80	(1)	300	300	59 107	59 65	(F)
Chubetsu	Japan	Ministry of Land, Infrastructure and Transport	F H I W	Chubetu	93	03/94	09/97	08/01	03/04	86	290	523	1007	V 0.80	(1) (1)	0.80	(1)	0.80	(1)	250	750 1000	84	36	(F)
Showkah	UAE	Ministry of Agriculture and Fisheries	G I		1	- /00	08/01	10/01	- /01	24	105	18	20	0.10	(11)	0.80	(1)*	0.80	(12)	300	300	90	0	(-)
Dachaoshan	China	Department of Electricity, Yunnan Province	F H	Lancang (Mekong)	89	10/97	12/98	10/01	07/02	115	481	757	1287	V 0.20	(3')	0.70	(10)*	0.70	(13)	300	300	94 67	94 101	(N)
Cana Brava	Brazil	Companhia Energética Mercosul (of the Tractebel Group)	H	Tocantins	2300	03/99	02/00	10/01	10/02	67	510	527	833		(1)		(3)*	ogee	(1)	300	300	40	50	(S)
Mianhuatan	China	Mianhuatan Hydroelectric Development Corporation	F H N W	Ting	2035	04/98	12/98	11/01	04/02	111	302	500	615	V	(9)	0.75	(3)*	0.70	(13)	300	3000	82 59 48	100 88 88	(F)
Fukuchiyama	Japan	Fukuoka Prefecture	F N W	Fukuti	3	10/98	- /99	12/01	03/03	65	255	115	201	V	(1)	0.78	(1)	0.78	(1)	250	750	84	36	(F)
Castanhão	Brazil	DNOCS/Minas Gerais	F I R W	Congonhas	6700	10/99	- /00	12/01	- /02	85	668	890	1030							300	300	85	0	(-)
Lajeado (Luis Eduardo Magalhães)	Brazil	Investco (Tractebel)	H	Tocantins	4982	07/98	06/01	12/01	12/02	43	2100	188	210							300	300	30	40	(S)
Yanwangbizi	China	Chaoyang Water Conservancy Bureau	F H I W	Daling	217	- /96	- /97	- /01	- /02	35	383	87	220									64	118	(F)
Rivaldo de Carvalho	Brazil	Companhia de Gestão dos Recursos Hídricos	I W	Condado	20	- /95	- /98	- /01	12/02	18	270
Ueno	Japan	Tokyo Electric Power Company	H	Jinryu	19	03/97	- /98	- /01	06/05	120	350	269	720	V 0.30	(1) (1)	0.84	(1)	0.84	(1)	200	1000	77 70	33 30	(F)
Umari	Brazil	DNOCS (Departamento Nacional de Obras Contra a Seca)	F I R W	do Carmo	293	- /98	- /99	- /01	- /01	42	2308	655	660		(12)					300	300	70	0	(-)
Funil	Brazil	Aliança Geração de Energia SA	H	Rio Grande	285	- /97	- /99	- /01	12/02	50
Yushi	China	Yushi Reservoir Construction Management Bureau	F I W	Biliuhe	89	- /98	- /99	- /01	- /02	50	267	218	233									70	70	(F)
Pedras Altas	Brazil	CERB (Companhia de Engenharia Rural da Bahia)	F I R W	Itapicuru-mirim		- /00	- /00	- /01	- /01	24	1090	42	60							300	300	34	41	(S)
Pirapama	Brazil	CAGEPE (Companhia Pernambucana de Saneamento)	W	Pirapama	61	- /00	- /00	- /01	- /01	25	300	87	137		(1)					300	300	72	18	(-)
Estreito	Brazil		F I R W	Curimatá	24	- /97	- /00	- /01	11/02	26	300	12	14							300	300	64	16	(N)
Xiaoxihe	China	Department of Electricity, Feng Shun County	H I	Xiaoxihe	5	- /99	- /00	- /01	- /02	62	103	47	66											(F)
Shuangkengkou [A]	China		H	Xiaoxihe	12	- /99	- /00	- /01	- /02	68
Peñas Blancas	Costa Rica	ICE (Instituto Costarricense de Electricidad)	H	Peñas Blancas	2	04/00	07/01	01/02	07/02	48	211	120	170	V	(1)	0.80	(1)*	0.80	(12)	300	300	90	35	(N)
Helong	China	Electricity Corporation, Yanji	H R W	Hailanhe	30	11/98	08/99	01/02	12/02	30	244	43	89	V	(1)	0.75	(10)	ogee	(10)*	300	2000	113	113	(F)
Mae Suai	Thailand	Royal Irrigation Department (RID)	I	Mae Suai	73	11/99	10/00	01/02	07/02	59	340	300	350	0.15	(15)	0.80	(1)*	0.80	(1)*	300	300	70	80 to 100	(F)
Hunting Run	USA	Spotsylvania County	W	Hunting Run	2	05/00	02/01	01/02	08/02	36	720	115	128	V	(8)		(17)		(17)	300	300	74	37	(F)
La Cañada	Bolivia	Prefectura del Departamento de Santa Cruz	I	Comarapa	10	08/00	08/01	02/02	06/02	52	154	72	77	V	(3')	0.22 0.75	(3') (3')*	0.75	(3')*	305	305	140	100	(N)
Wala	Jordan	Jordan Valley Authority, Ministry of Water and Irrigation	G	Wala	9	01/99	10/00	04/02	04/03	52	300	240	260	0.30	(1)	0.70	(1)*	0.70	(1)*	300	300	120 100	0 0	(-)
Shapai [A]	China	Sichuan Minjiang Hydropower Co. Ltd.	H	Caopohe	18	06/97	03/00	05/02	04/03	132	230	380	392	V 0.10	(3')	0.21	(3)	crest 0.21	(1)	300	300	108 89	72 89	(F)
Camará	Brazil	Estado da Paraiba (Companhia de Aguas e Esgotus)	W	Riachäo	27	05/00	09/01	06/02	- /02	56	296			V	(1)	0.80	(1)*			300	300	80	0	(-)
Kutani	Japan	Isikawa Prefecture	F W	Daishoji	25	12/96	04/00	07/02	03/06	76	280	188	360	V 0.80	(1) (1)	0.80	(1)	0.80	(1)	250	750	84	36	(F)
Miel I	Colombia	Isagen S.A. E.S.P. - Hidromiel S.A. E.S.P.	H	La Miel	565	12/97	04/00	07/02	10/02	188	345	1669	1730	V	(4')	0.75 1.00	(3')*	0.75 1.00	(12)	300	300	85 to 160	0	(-)
Randleman Lake	USA	Piedmont Triad Regional Water Authority	R W	Deep	84	07/01	04/02	07/02	01/03	31	280	70	76	V	(1)	0.75	(1)*	0.75	(1)*	300	300	89	104	(F)
Xiaoyangxi (and saddle dam)	China	Guizhou Province Electric Power Co.	W	Xia Oyangxi	15	05/00	01/01	10/02	12/03	45	118	47	49	V	(3')	0.75	(3')*	0.75	(12)	350	3500	138 60	113 90	(F)
Steno [H-F]	Greece	Ministry of Agriculture	I W	Steno	1	02/00	07/01	10/02	06/03	32	170	69	70	0.70	(13)	0.70	(10)	0.70	(1)	200 - 300	200 - 300	55	5	(N)
Olivenhain	USA	San Diego County Water Authority	W	Escondido Creek	30	06/01	02/02	10/02	07/03	97	788	1070	1140	V	(4')	0.80	(3)*	0.80	(1)*	300	300	74	121	(F)
Yangxishui Nº1	China	Corporation of Energy Development, Ruyuan County, Guangdong Province	H I	Yangxi	100	12/00	10/01	11/02	06/03	82	244	241	340	V	(1)	V 0.75	(1) (1)*	0.70	(12)	300	300			(F)
Carnaúba	Brazil	Secretaria Recursos Hídricos	I W	Quixeré	26	- /01	02/02	11/02	- /03	19	700									300	300	100	0	(-)
Koyama	Japan	Ibaraki Prefecture	F I W	Ohkita	17	11/94	05/00	12/02	03/05	65	462	270	531	V	(1)	0.78	(1)	0.78	(1)	250	750	84	36	(S)
Nankengyuan [A]	China	Jiangning Nankengyuan Hydropower Development Co. Ltd.	H	Xiaoxihe	1	- /98	- /00	- /02	- /03	34	114
São Bento	Brazil	CASAN (Companhia Catarinense de Águas e Saneamento)	H	São Bento	58	- /99	- /00	- /02	- /03	49	461			V		0.80		0.80
Hengxi	China		H	Yangxi	100	- /99	- /00	- /02	- /03	82
Passo do Meio	Brazil	Energética Campos de Cima da Serra Ltda	H	das Antas	27	- /00	- /01	- /02	10/03	31	110
Ormeo Junqueira Botelho (formerly Cachoeira da Encoberta)	Brazil	Rio Glória Energética S.A.	H	Glória	3	- /99	- /01	- /02	12/03	49	218
Pedrinho 1	Brazil	Energetica Rio Pedrinho Ltda..	H	Pedrinho	1	- /99	- /01	- /02	- /03	16	110
Itiquira I	Brazil	Itiquira Energética SA	H	Itiquira		- /00	- /01	- /02	- /03	15		22
Furquim [H-F]	Brazil		H			- /00	- /01	- /02	- /03	18
Ribeirão Riacho Pasto Velho	Brazil	CERB (Companhia de Engenharia Ambiental e Recursos Hidricos da Bahia)	I W	Pasto Velho	11	- /00	- /01	- /02	- /03	27
Guaporé	Brazil	Tangará Energia S/A	H	Guaporé	18	- /00	- /01	- /02	- /03	32	152		43
La Rosilla II [H-F]	Mexico	CNA (Comisión Nacional del Agua)		El Salto		- /00	- /01	- /02	- /03	35	250
Jauru	Brazil	Queiroz Galvão Energética SA (90%) and Cinco Estrelas Agropecuária e Participações Ltda (10%)	H	Jauru	20	- /00	- /01	- /02	- /03	51
Junxi II [A]	China	Longquan City Bureau of Hydropower	H	Junxi	5	- /00	- /01	- /02	- /03	69	192
Mujib	Jordan	Jordan Valley Authority, Ministry of Water and Irrigation	I W	Mujib	35	01/99	01/01	02/03	11/03	67	490	654	694	0.10	(2)	0.80	(1)*	0.80	(1)*	300	300	85	0	(-)
Wanmipo	China	Hunan Wuling Hydroelectric Development Corporation	H N	Youshui	378	08/01	11/02	05/03	05/04	65	238	141	376	V	(3')	0.75	(12)	ogee	(12)	300	3000	86 68	103 83	(F)
Ahl Souss (formely Ait M’Zal)	Morocco	Direction des Aménagements Hydrauliques	I W	Izig	5	11/01	01/03	05/03	01/04	49	222	50	27	0.20	(1)	0.80	(1)*	0.85	(12)	300	300	80 100	0 0	(-)
Linhekou [A]	China	Shaanxi Lan River Hydropower Development Corporation	H I	Lanhe	147	- /99	12/01	06/03	- /04	100	311	229	293	curve	(3')	curve	(3')	ogee	(1)	300	3000	74 66	111 111	(F)
Takizawa	Japan	Japan Water Agency	F N W	Nakatu	63	03/99	10/01	06/03	03/07	139	424	810	1670	0.15 0.70	(1) (1)	0.72	(1)	0.72	(1)	250	1000	84 72	36 48	(F)
Nandoni (formerly Mutoti)	South Africa	Department of Water & Sanitation	I W	Luvuvhu	164	04/98	12/99	08/03	04/04	47	392	150	316	V	(1)	0.75	(1)	0.75	(1)*	250	250	54	129	(F)
El Esparragal	Spain	Confederación Hidrográfica del Guadalquivir	E	Viar	5	- /02	05/03	08/03	03/04	21	383	62	89	0.30	(3')*	0.90	(3')*	0.90	(3')*	300	300	68	157	(F)
Ralco	Chile	ENDESA, Spain	H	Bio-Bio	1200	08/99	01/02	09/03	04/04	155	360	1596	1640	V	(3')	0.80	(3')*	0.80	(12)	300	300	133 95 116	57 50 41	(N)
Tizidong	China	Chongging Electricity Ltd.	H	Apeng	25	08/01	10/02	10/03	11/03	56	193	72	161		(12)		(12)		(12)					(F)
Huilong PSS - Upper dam	China	Henan Electric Power Corporation	H	Huilonggou	1	06/01	11/02	11/03	- /05	54	208	73	76	V	(3')	0.75	(3')	none		300	300			(F)
Bureyskaya	Russia	RusHydro	F H	Bureya	21000	01/76	01/85	- /03	- /09	139	810	709	3538	V	(1)	0.70	(1)	0.70	(1)	300 - 500	300 - 500	95 to 110	25 to 30	(N)
Maobaguan [A]	China	Shaanxi Hanjiang Hydropower Development Co. Ltd.	H	Renhe	2	- /00	- /02	- /03	- /04	66	120	81	106
Shanggou [A]	China	Xifeng County Water Conservancy Bureau	W	Yangshui	1	- /01	- /02	- /03	- /04	39	176
Wangkeng	China	Wang Keng Power Station Co. Ltd.	H	Tangkouxi	15	- /01	- /02	- /03	- /04	56	159	38	40											(F)
Rio Rejo [H-F]	Peru	Yanacocha Mine	E	Rejo	1	- /02	- /03	- /03	- /04	35	125	30	33	0.70	(1)*	0.70	(1)*	0.70	(12)	300	300	100	0	(-)
Liubo [A]	China	Anhui Hydropower Development Co. Ltd.,	F H	Xipihe	51	- /02	- /03	- /03	- /04	70	258	130	168											(F)
Rompepicos en Corral des Palmas	Mexico	Secretaria de Desarrollo Urbano Y Obras Publicas, Gobierno Del Estado de Nuevo Leon	F	Santa Catarina	100	- /02	03/03	- /03	- /04	109	250	380	400	V	(8)	V 0.85	(5) (17)*	0.85	(12)	300	300	65	35	(F)
Ghatghar PPS - Upper dam	India	GoMWRD (Government of Maharashtra Water Resources Department)	H	Pravara	6	12/01	05/03	01/04	06/04	15	503	35	40	V	(3')	0.78	(3')*	0.78	(3')*	300	300	88	132	(F)
Zhouning	China	Mindong Electromechanical Development Corporation	H	Muyangxi	47	- /02	04/03	03/04	06/04	73	206	159	199	V	(3')	0.72	(3')	0.70	(12)	300	300	67 50	100 92	(F)
Huilong PSS - Lower dam	China	Henan Electric Power Corporation	H	Huilonggou	2	06/01	- /02	06/04	- /05	54	175	88	105	V	(3')	0.75	(3')*	0.75	(12)	300	300			(F)
Khun Dan Prakan Chon (formerly Tha Dan)	Thailand	Royal Irrigation Department	I	Nakhon Nayok	224	11/99	03/01	07/04	01/05	95	2600	4900	5400	V 0.40	(14)	0.80	(14)*	0.80	(14)*	300	300	90	100	(F)
Pedrógão	Portugal	EDIA (Empresa de Desenvolvimento e Infra-Estruturas do Alqueva)	F H I	Guadiana	106	08/02	02/04	08/04	- /05	43	448	172	392	V	(3')	0.80	(3')*	0.80	(12)*	300	300	55	165	(F)
Tamesna (formerly Boukerkour)	Morocco	Direction des Aménagements Hydrauliques	F I W	Zamrine	56	05/03	04/04	09/04	05/05	69	220	190	215	0.20	(5)	0.80	(1)*	0.80	(1)*	300	300	100	0	(N)
Tongkou	China	Beichuan Bashu Tongkou River Development Corporation	H	Tongkou	36	10/98	- /02	- /04	- /04	72	198	300	352	V	(1)	1.10	(1)	ogee	(1)	300	300			(F)
Pingban	China	Guangxi-Guiguan Electric Power Co. Ltd.	H	Nanpan	278	12/01	- /02	- /04	07/05	62	396	150	700	V	(3')	0.70	(3')	ogee	(12)	300	300			(F)
Pau Ferro	Brazil	COMPESA (Companhia Pernambucana de Saneamento)	W	-	12	- /00	- /02	- /04	- /05	33	210
Xuanmiaoguan [A]	China	Yineng Co., Ltd.			41	- /00	- /02	- /04	- /05	66	191		66
Monte Claro	Brazil	CERAN (Companhia Energética Rio das Antas)	H	das Antas	23	04/02	- /03	- /04	12/04	25	180	35	66									60	15
João Leite Saneago	Brazil	SANEAGO (Saneamento de Goiás S.A.)	W	João Leite	129	03/01	01/03	- /04	- /04	55	380	270	290							300	300	80	20	(N)
Sanjiang [A]	China			Sanjianghe	7	- /02	- /03	- /04	- /04	72	138		38
Changtan [A]	China	Guangdong Shanneng group Co.	H	Tuwushui	17	- /03	- /03	- /04	- /04	53	124		29
Nam Mang 3	Laos	EDL (Electricite du Laos)	H	Nam Gnong	49	- /02	- /03	- /04	01/05	28	151
Risoleta Neves (formerly Candonga)	Brazil	Alianca Geracao de Energia S.A.	H	Doce	54	05/01	- /03	- /04	05/05	53	437	236	248							300	300	40	50	(S)
Quixeramobim	Brazil	DNOCS (Departamento Nacional de Obras Contra as Secas)	W	Banabuiú	54	- /01	- /03	- /04	- /05	19	290
Fundão	Brazil	ELEJOR - Centrais Elétricas do Rio Jordão	H	Jordao	34	- /01	- /03	- /04	- /05	43	445	200	220							300	300	64	16	(N)
Yujiankou	China	Chongqing Yujiankou Hydropower Co. Ltd.	H	Long	9	08/01	- /03	- /04	- /05	50	156	118	147	V	(3')	0.70	(3')	0.85	(1)					(F)
Taiho auxiliary dam [H-F]	Japan	North Dam Integrated Control Office	E	Taiho		- /02	- /03	- /04	- /05	30	110	34		1.20	(12)	1.20	(12)			250	500 1000			(S)
Letan	China	Guangxi-Guiguan Electric Power Co. Ltd.,	H I N	Xijiang	950	- /02	- /03	- /04	- /05	66	586	50	210
Yujianhe [A]	China	Guiyang Water Conservancy Bureau	F I W	Wu	11	- /02	- /03	- /04	- /05	81	180	105	110	0.10		0.76		0.76
Xiakou [A]	China	Hubei Nanzhang Xiakou Electric Co. Ltd.	H	Juhe	99	- /02	- /03	- /04	- /05	85	192		131
Jiemian Ataguia [H-F]	China					- /00	- /02	- /04	- /06	16														(F)
Qinglianxi	China		H	Meixi	20	- /00	- /02	- /04	- /06	96	178
Pindobaçu	Brazil	CERB (Companhia de Engenharia Ambiental e Recursos Hidricos da Bahia)	I W	Itapicuru-aço	17	- /01	- /03	- /04	- /05	44	191	75	85							300	300	56	14	(N)
Bandeira de Melo	Brazil	CERB (Companhia de Engenharia Ambiental e Recursos Hidricos da Bahia)	I W	Paraguaçu	112	- /02	09/03	- /04	- /05	19	320	75	85		(1)		(1)*		(1)*	300	300	56	14	(N)
Santa Clara-PR	Brazil	Elejor Centrais Elétricas do Rio Jordåo S.A.	H	Jordåo	431	11/02	12/03	- /04	01/05	67	543	530	606		(1)		(1)		(1)*	300	300	40	50	(S)
Rio Grande [H-F]	Peru	Yanacocha Mine	E	Rio Grande	1	- /03	- /04	- /04	- /05	45	98	72	77	0.70	(1)	0.70	(1)	0.70	(1)*	300	300	120	0	(-)
Big Cherry	USA	Town of Big Stone Gap	W	South Fork, Powell River	2	04/04	09/04	01/05	07/05	26	113	11	12							300	300	82	82	(F)
Saluda dam remediation	USA	South Carolina Electric and Gas	H	Saluda	1970	08/02	07/03	04/05	07/05	65	2439	1004	1410		(5)		(5)*			300	300	89	89	(F)
Hassan II (formerly Sidi Said)	Morocco	Direction des Aménagements Hydrauliques	F I W	Moulouya	400	02/01	03/03	04/05	03/06	115	577	590	690	V	(5)	0.80	(1)*	0.80	(1)*	300	300	65 80	15 20	(N)
Amata	Mexico	CFE (Comisión Federal de Electricidad)	I	San Lorenzo	14	11/03	11/04	04/05	06/05	30	218	42	60	V 1.00	(8)	1.00	(3)*	1.00	(12)	300	300	120	0	(-)
Jagin	Iran	Hormozgan Water Authority	F I W	Jagin	300	12/01	05/04	05/05	09/07	78	220	232	382	V 0.30	(3') (3')*	0.75	(3')*	0.75	(12)	300	300	105 160	90 90	(N)
Zhaolaihe [A]	China	Changyang Electric Power Bureau	H I W	Duhu	70	12/03	03/04	05/05	10/05	107	206	166	255	curve	(3')	curve	(3')		(3')	300	3000	84 126	126 103	(F)
Xihe	China	Hanjiang Hydropower Development Ltd.	F H N	Han	229	11/03	02/04	05/05	06/07	63	346	194	631											(F)
Çindere [H-F]	Turkey	DSI - State Hydraulic Works	H I W	Buyuk Menderes	82	04/94	07/02	05/05	11/07	107	280	1500	1685	0.70	(6)	0.70	(1)*	0.89	(12)	300	300	50	20	(F)
Suofengying	China	Guizhou-Wujiang Hydropower Development Co. Ltd.	F H I N W	Wu	201	10/00	06/03	08/05	03/06	116	165	421	739	V 0.25	(3') (3')	0.70	(3')	0.70	(1)	300	3000	64	95	(F)
Kido	Japan	Fukushima Prefecture	F I N W	Kido	19	10/00	06/03	08/05	03/08	94	350	291	501	V 0.10	(1) (1)	0.78	(1)	0.78	(1)	250	750 1000	84	36	(F)
Paradise (formerly Burnett River)	Australia	Sunwater	F I	Burnett	300	11/03	06/04	09/05	11/05	50	940	400	400	V	(8)	0.64	(3)*	0.64	(1)*	310	310	63	0	(-)
Chalillo	Belize	Belize Electric Co. Ltd (BECOL) and A. Fortis Co., Canada	H	Macal	120	07/03	03/04	10/05	12/06	68	425	180	210	0.20	(1)	0.75	(3')*	0.75	(12)	300	3600	105	0	(N)
Barra Grande	Brazil	BAESA (JV of Alcoa, Companhia Paulista de Força e Luz (CPFL), Companhia Brasileira de Alumínio, Camargo Corrêa Cimentos and DME Energética)	H	Pelotas	50000	- /01	- /02	- /05	- /06	85	665	1
Changzhou	China		H	Xun	56	- /93	- /02	- /05	- /07	56
Picada	Brazil	L.D.Q.S.P.E. Geracao de Energia e Participacoes Ltda.	H	do Peixe	8	- /02	- /03	- /05	- /06	32	97
Xiaqiao [A]	China	Guangxi Longjiang Electric Power Corporation	H	Long	49	- /02	- /03	- /05	- /06	68	167	172	226
Huizhou PSS - Lower dam	China	China Southern Power Grid	H	Caitouhe	30	- /02	- /03	- /05	- /11	61	420	235	242
Tangkeng [A]	China	Qingtian Yongwen Hydropower Co.	H	Guxi	12	- /03	- /04	- /05	- /05	66					(12)		(12)		(12)
Cachoeira Grande	Brazil	EMBASA (Empresa Baiana de Aguas e Saneamento S.A.)	H I	Sapucaia	5	- /04	- /04	- /05	- /05	16	207	15
Peixe Angical	Brazil	Enerpeixa S/A	H	Tocantins	3	04/02	- /04	- /05	09/06	39	400	500	582							300	300	70	0	(-)
São Bernardo	Brazil	CJ Energética S/A	H	Bernardo José	2	- /03	- /04	- /05	- /06	21	120
Poço do Magro	Brazil	CODEVASF (Companhia de Desenvolvimento dos Vales do São Francisco e do Parnaíba)	W	Poço do Magro	32	- /03	- /04	- /05	- /06	22	540	58	68									64	16	(N)
Artur Tavares de Melo (formerly Guararema)	Brazil	Usina Central Olho D'Água S/A	I W	Itambé	21	- /03	- /04	- /05	- /06	30	306	50								300	300	80	0	(-)
Xixi	China	Xixi Reservoir Development Co. Ltd.	F H I W	Daxi	85	- /03	- /04	- /05	- /06	71	243	231	244											(F)
Can Asujan [H-F]	Philippines	National Irrigation Administration	I	Can Asujan	2	10/03	- /04	- /05	- /05	42	135	75	85	0.60	(8)	0.60	(7)	0.60	(1)	170	170	100	0	(-)
Kinta	Malaysia	Lembaga Air Perak/Metropolitan Utilities Corporation	W	Kinta	30	01/03	02/04	03/06	07/06	90	792	952	975	V	(3')	0.80	(3')*	0.80	(3')*	300	300	100	100	(F)
Pine Brook	USA	Pine Brook Water District	W		1	01/05	10/05	04/06	- /06	26	170	27	30	V	(7)		(17)	separate		300	300	95	59	(F)
Baise	China	Guangxi-Youjiang Hydraulic Development Co.Ltd.	F H I N W	You	5660	10/01	12/02	04/06	12/06	130	720	1995	2672	V	(9)	0.80	(1)	0.80	(1)	300	3000	80 50	132 110	(F)
Ghatghar PPS - Lower dam	India	GoMWRD (Government of Maharashtra Water Resources Department)	H	Shahi Nallah	3	12/01	12/04	05/06	03/07	86	447	638	646	0.141	(3')	0.782	(3')*	0.782	(3')*	300	300	75	150	(F)
Al Wehdah	Jordan/ Syria	Jordan Valley Authority, Ministry of Water and Irrigation	W	Yarmouk	110	06/03	02/05	07/06	12/07	103	485	1426	1478	V 0.60	(3')	0.80	(3')*	0.80		300	300	70 60	60 60	(F)
Ntimbale	Botswana	Department of Water Affairs	W		26	11/04	04/06	09/06	05/07	33	153	30
Genesee #2	USA	Genesee Water and Sanitation District	W	Bear Creek	1	06/06	11/06	11/06	10/07	29	168	24		V						300	300
Nagai	Japan	Ministry of Land, Infrastructure and Transport	F H N W	Okitamano	51	03/00	10/02	11/06	03/11	126	381	703	1200	V 0.50	(1) (1)	0.73	(1)	0.73	(1)	250	1000	91	39	(F)
Dahuashui [A]	China	Wujaing Qingshuihe Hydropower Development Co. Ltd.	F H	Qingshuihe	276	12/03	04/05	11/06	- /07	135	198	550	670	curve	(3')	curve	(3')		(1)	300	3000	81 94	81 94	(F)
Niuqiao [A]	China	Niu Qiao Reservoir Development Co. Ltd.	H	Qingtonghe	26	- /03	- /05	12/06	- /07	62	201		710
Pleikrong	Vietnam	EVN (Electrictie de Vietnam)	H	Po Ko	1048	11/05	02/05	12/06	- /07	65	495	326	450	V	(1)	0.80	(1)	0.80	(1)	300	300	80	210	(N)
El Guapo spillway [H-F]	Venezuela	MARN (Ministerio del Ambiente y los Recursos Naturales)	F I W	El Guapo	141	08/05	04/06	12/06	08/07	50	138	320	342	0.60	(1)	0.85	(17)	1.80	(1)	300	300	75	0	(-)
Qilitang [A]	China		H	Liuchi	71	- /03	- /04	- /06	- /07	81
Xinjiangshankou	China		H	Kaidu		- /97	- /04	- /06	- /08	71
Flor do Sertão	Brazil	Maue Geradora	W			05/05	- /05	- /06	10/06	19	245
El Mauro [H-F]	Chile		I		1088	- /04	- /05	- /06	- /06	23	380
Baisha	China	China Huadian Corporation	F H	Wanan	199	- /04	- /05	- /06	- /06	75	172	211	239
Esmeralda	Brazil	Esmeralda S.A.	H	Bernardo José	1	- /05	- /05	- /06	- /06	19	212	15	27									64	16	(N)
Leidatan	China	Leidatan Corporation	H	Yingtaoyuangou	94	03/03	- /05	- /06	06/07	84	202	240	340	V	(3')	0.70	(3')	0.70	(1)
Santa Laura	Brazil	Santa Laura S/A	H	Chapecozinho	19	- /04	- /05	- /06	- /07	27	245	24	42
El Sauz	Mexico	CNA (Comisión Nacional del Agua)	W			- /04	- /05	- /06	- /07	30
Mosquitão	Brazil	Concessionária Mosquitão S/A	H		19	- /04	- /05	- /06	- /07	32	236	57	76
Hongkou Ataguia [H-F]	China					- /04	- /05	- /06	- /07	36
Xiaoxi	China	Hunan Xiangtou Xinshao Youxi Hydropower Development Corporation Ltd.	H	Zishui	168	- /04	- /05	- /06	- /07	47	268
Zhouba	China	Chengdu Haineng Power Co. Ltd.	F H	Mabianhe	204	- /04	- /05	- /06	- /07	73	163	229	405	V	(1)	0.70	(1)	0.78	(1)	300	300	110 66	73 66	(F)
Shaba [A]	China	Guizhou Zhongsui Energy Ltd.	H	Hongdu	99	- /04	- /05	- /06	- /07	87	148	67	90
Wuchuanshaba [A]	China		H	Wujiang	9940	- /04	- /05	- /06	- /07	87
Daxia	China	China Guodian Corporation	H I	Quan	20	- /04	- /05	- /06	- /07	88	160		205
Zaoshi	China	Lishui Basin Hydraulic and Hydroelectric Development Corporation	F H N W	Dieshui	1439	- /04	- /05	- /06	- /07	88	351	450	930	V 0.25	(3')	0.80	(3')	0.75	(1)	300	3000	53 83	99 102	(F)
Jupudu	China	Datang International Power Generation Co. Ltd.	H	Lixian (Black)	174	11/04	- /05	- /06	- /07	95	320	480	800	V 0.20	(3)	0.80	(3)	0.80	(3)
Khasooye	Iran	Fars Regional Water Authority	I	Tang Charkhi	15	- /03	- /05	- /06	- /08	19	160	22	28
Tukahe	China	Datang International Power Generation Co. Ltd.	H	Lixian	78	04/04	12/05	- /06	- /07	59	300	255	570	V	(3')		(3')		(3')	300	3000	65 93	110 113	(S)
Longqiao [A]	China	Lichuan City Yujaing Valley Hudropower Ltd. Hubei Province	H R	Yu	26	12/05	03/06	02/07	05/07	95	156	135	160	curve	(3')	curve	(3)		(3)
Pinalito	Dominican Republic	Corporacion de Empresas de Energia Electrica (CDEEE), Unidad Ejecutora Proyecto Pinalito (UEPP)	H	Tireo	4	09/04	11/05	03/07	- /08	52	210	73	100	V	(1)	0.80	(1)*	0.80	(12)	300	300	98	8	(N)
Akköy I	Turkey	Akköy Energy A.S.	H	Harsit	3	07/05	10/06	04/07	09/08	38	144	87	101	0.10	(1)	0.80	(1)	0.80	(12)	300	300	100	100	(N)
Huizhou PSS - Upper dam	China	China Southern Power Grid	H	Xiaojinhe	30	10/04	12/05	05/07	- /11	56	168	84	93	V	(1)	0.75	(1)	0.70	(1)	300	300	64	125	(F)
Hickory Log Creek	USA	Marietta (Georgia) Water Authority	W	Hickory Log Creek	1	10/05	12/06	06/07	10/07	55	290	165		V	(8)	0.80	(3')*	0.80	(1)	300	300	89 80 74	89 98 104	(F)
Longtan (Stage 1)	China	Longtan Hydropower Development Co. Ltd.	F H N W	Hongshui	16210	07/01	10/04	06/07	12/09	192	832	4623	7400	V 0.25	(3')	0.70	(3')	0.68	(12)	300	300	99 86	121 109	(F)
Tanger-Med (formerly R’Mel)	Morocco	Direction des Aménagements Hydrauliques	F W	R’Mel	25	05/05	06/06	06/07	10/07	80	250	230	243	V	(11)	0.75	(1)*	0.75	(1)	300	3000	100 90	0 0	(-)
Taishir	Mongolia	Ministry of Energy	H I W	Zabkhan	930	02/05	05/06	06/07	12/07	60	200	210	250	V	(2)	0.72	(1)*	0.72	(12)*	333	333	75	0	(-)
Yacoub El Mansour (formerly Ouirgane)	Morocco	Direction des Aménagements Hydrauliques	W	N’Fis	70	07/05	10/06	07/07	03/08	71	233	202	216	V	(11)	0.75	(1)*	0.75	(1)*	300	3000	100	0	(-)
Elkwater Fork	USA	Natural Resources Conservation Service	W	Tygart Tributory	3	- /06	04/07	08/07	- /07	39	204	106	113	V	(8)	0.80	(3)*	0.80	(1)*	300	300	59	89	(F)
Meander	Australia	Rivers and Water Supply Commission, Tasmania	I W	Meander	43	01/06	01/07	08/07	12/07	47	180	85	85	V	(4)	0.70	(10)	0.70	(10)	300	300	70	0	(-)
North Para	Australia	Gawler River Flood Plain Management Authority	F	North Para	1	11/06	06/07	09/07	- /07	33	206	50	50	V	(3')		(3')*		(3')*	300	300	60	160	(F)
A Vuong	Vietnam	EVN (Electrictie de Vietnam)	H	Vugia Thubon	340	08/03	01/06	10/07	11/08	83	240	260	350	V	(1)	0.80	(1)	1.00	(1)	300	300	90	150	(N)
Nakai, part of Nam Theun 2 HPP	Laos	Nam Theun Power Corporation (NTPC)/EdF (Electricitie de France)	H	Nam Theun	3530	04/04	03/06	10/07	10/09	39	436	150	207	V	(1)	0.35 0.75	(10)	0.75	(12)	300	300	100	100	(F)
Dinh Binh	Vietnam	Ministry of Agriculture and Rural Development (MARD)	F H I W	Kon	226	05/04	08/05	12/07	12/08	55	571	183	430	V	(11)	0.75	(3')*	ogee	(12)	300	900	70 126	175 141	(F)
Hongkou	China	Fujian Hongkou Hydropower Co. Ltd.	H W	Huotong	449	- /03	- /05	- /07	- /08	130	341	681	830
Serra Preta	Brazil	EMBASA (Empresa Baiana de Aguas e Saneamento S/A)	W	Gaviãozinho	5	- /05	- /05	- /07	- /08	34	154	44	51	V		0.80		0.80				80	20	(N)
Ludesa [H-F]	Brazil	CPFL Renovaveis	H	Chapecó	142	- /06	- /06	- /07	04/07	25	300			1.50		1.50		0.75
Luojiaohe [A]	China	Guizhou Zhongshui Energy Co. Ltd.	H	Luojiao	46	- /05	- /06	- /07	- /07	81	250		110
Castro Alves	Brazil	CERAN (Companhia Energética Rio das Antas)	H	das Antas	92	- /05	- /06	- /07	02/08	48	350	240	322	V		0.77		0.77				60	15	(N)
Da Ilha (Rio da Prata)	Brazil	Da Ilha Energética S/A	H	das Antas	16	- /04	- /06	- /07	04/08	26	310											80	20
Quatorze (XIV) de Julho	Brazil	CERAN (Companhia Energética Rio das Antas)	H	das Antas	55	- /05	- /06	- /07	10/08	37	281	75	212	V	(1)	0.77	(1)	0.77	(1)			75	15	(N)
Duas Serras	Brazil	COMPESA (Companhia Pernambucana de Saneamento)	W	Duas Serras	2	- /05	- /06	- /07	- /08	19	113	6								300	300
Baxiang Nº3	China	Department of Electricity, Feng Shun County	H	Baxianghe	8	- /05	- /06	- /07	- /08	44	207	63	83
Tiecheng	China	Gansu Keyuan Electric Power Group Co. Ltd.	H	Datong	1	- /05	- /06	- /07	- /08	44	143
Shihu	China	Zhouluo County Government	F I W	Lituohe	58	- /05	- /06	- /07	- /08	56	193	162	354
Yumen	China	Department of WaterResources, Henan Province	F H N	Luohe	28	- /05	- /06	- /07	- /08	62	244	133	234
Youshui	China	Chongqing Youshui River Hydropower Development Co. Ltd.	H	Youshui	152	- /05	- /06	- /07	- /08	63	194
Qilinguan [A]	China	Nanhe Hydropower Development Ltd.	H	Nanhe	14	- /05	- /06	- /07	- /08	77	140	45	55
Manghekou	China	Jiyuan City Water Bureau		Menghe	11	- /05	- /06	- /07	- /08	78	215	160	249
Bailianya [A]	China	Anhui Water Resources Development Co. Ltd.	F H I W	Dongpi	480	- /05	- /06	- /07	04/09	105	422	485	600	V	(1)	0.335	(1)	0.335	(1)	300	3000	72 56	108 84	(F)
Cotiporã	Brazil	Cotiporã Energetica S.A.	H	Carreiro	4	- /07	- /07	- /07	- /07	16	196	21	41
Plano Alto	Brazil	SPE Plano Alto Energia S/A	H	Irani	13	- /06	- /07	- /07	02/08	38	173	42	78	V		0.75		0.75				72	19	(N)
Jararaca	Brazil	Veneto Energética S/A	H	das Antas	8	- /06	- /07	- /07	04/08	25	219	31	61									72	18	(N)
Nansha	China	Red River Hydropower Development Co. Ltd.	H	Honghe	212	02/06	- /07	- /07	07/08	85
Lurberria	France	Agglomeration Sud Pays Basque	F	Nivelle	4	- /06	- /07	- /07	- /08	22	168		190
Linha Emilia	Brazil	Linha Emília Energética S/A	H	Carreiro	12	- /06	- /07	- /07	- /08	27	214	35	54
Silin	China	Guizhou-Wujiang Hydropower Development Corporation	F H I N	Wujiang	1593	11/05	11/06	03/08	- /09	117	310	825	1100	V	(1)	0.70	(1)	0.70	(1)			66 89	100 109	(F)
Beydag [H-F]	Turkey	DSI - State Hydraulic Works	I W	Kucuk Menderes	248	04/94	07/06	04/08	11/08	95	800	2350	2650	0.25	(6)	0.80	(1)*	0.80	(1)*	300	300	60	30	(F)
Weihou [A]	China	Xilin River Hydropower Development Co. Ltd.	H	Tuoniang	133	03/05	- /06	04/08	- /09	82
Guangzhao	China	Guizhou Qianyuan Power Co. Ltd.	H	Beipan	3245	10/04	02/06	05/08	- /09	201	412	2420	2800	V 0.25	(9)	0.75	(1)	0.75	(1)	300	300	61 71	91 87	(F)
Koudiat Acerdoune [H-F]	Algeria	ANBT (Agence Nationale des Barrages et Transfert)	I W	Wadi Isser	800	11/02	05/06	06/08	09/08	121	492	1650	1850	0.65	(1)*	0.65	(1)*	0.65	(1)*	300 to 400	300 to 400	77	87	(F)
Sidi Yahya (formerly Ain Kwachia)	Morocco	Direction des Aménagements Hydrauliques	I W	Khellata	11	01/07	05/07	07/08	11/08	30	213	60	78	0.20	(5)	0.80	(1)*	0.80	(1)*	300	300	105	0	(-)
Gelantan	China	Datang International Hydropower Generation Co. Ltd.	H	Lixian	409	01/03	09/06	08/08	- /09	113	466	903	1200	V 0.20	(3')	0.75	(3')	0.75	(1)			77 93	77 93	(S)
La Breña II	Spain	Acuasur	I	Guadiato	823	06/05	02/07	10/08	12/08	119	685	1441	1600	0.05 0.30	(3') (3')	0.75	(3')*	0.75	(3')*	300	300	69	115 & 46	(F)
Toppu	Japan	Hokkaido Prefecture	F I W	Toppu	36	07/02	06/05	10/08	03/14	78	309	440	530	V 0.80	(1) (1)	0.80	(1)	0.80	(1)	250	1000	84	36	(F)
Boussiaba	Algeria	ANBT (Agence Nationale des Barrages et Transferts)	W	Boussiaba	120	12/06	05/08	11/08	08/09	51	310	160	190	V	(2)		(1)*		(1)	300	300	112	28	(F)
Mangla Emergency Spillway Control Weir	Pakistan	WAPDA (Water and Power Development Authority)	H I	Jhelum	6500	08/04	12/07	11/08	01/09	17	370	54	79	V 0.30	(3') (3')*	V 0.70	(3') (3')*	0.70	(3')*	300	300	60	120	(S)
Yeywa	Myanmar	Department of Hydroelectric Power - Ministry of Electric Power	H	Myitnge	2600	10/01	02/06	12/08	12/10	137	680	2473	2843	V	(3')	0.80	(3')*	0.80	(12)	300	300	75	145	(N)
Jinghong	China	Huaneng Lancang River Hydropower Co. Ltd.	F H R	Lancang (Mekong)	1139	- /04	- /05	- /08	- /09	108	705	848	3068	V	(3)	0.80	(3)		(1)	300		64 93	93 93	(S)
Se San 4	Vietnam	EVN (Electrictie de Vietnam)	H	Poko	54	12/04	03/05	- /08	- /09	74	834	753	1300	V	(1)	0.80	(1)	0.80	(1)	300	300	80	160	(N)
Santa Rosa II	Brazil	Santa Rosa S/A	H	Grande	7	- /06	- /06	- /08	- /08	31	172
Chbika	Morocco	Direction des Arrenagements Hydrauliques	I	Chbika	2	- /04	- /06	- /08	- /09	24
El Handak	Morocco	Direction des Arrenagements Hydrauliques	I	El Handak	1	- /05	- /06	- /08	- /09	27
Pengshui	China	Datang International Power Generation Co. Ltd.	H I	Changxi	1465	- /05	- /06	- /08	- /09	117	326	608	1330	V	(3')	0.70	(3')	0.70	(1)			64 81	96 121	(F)
Liujiadong	China	Guangxi Water Conservancy and Electric Power Corporation	H	Gui	26	- /06	- /07	- /08	- /08	61	166		127
Cachoeirão (Henrique Nunes Coutinho)	Brazil	Hidrelétrica Cachoeirão SA	H	Manhuaçu		- /07	- /07	- /08	- /08	23	90
Alto Irani [H-F]	Brazil	CPFL Renovaveis	H	Irani	5	- /07	- /07	- /08	- /08	45	243	14	20	2.50		2		2
São Simão	Brazil	São Simão Energia S/A	H	Itapemirim Norte	11	- /06	- /07	- /08	02/09	56	187	92	115
Major Gercino (formerly known as Angelina)	Brazil	Lumbrás Energética S.A.	H	Tijucas	6	- /07	- /07	- /08	03/09	45	178
Binh Dien	Vietnam	Binh Dien Electricity Joint Stock Company	H	Huu Trach	424	01/05	- /07	- /08	04/09	54	571	189	423							300	300	70	105	(F)
Engenheiro Henrique Kotzian	Brazil	BME Energia SA	H	Ivaí	9	- /06	- /07	- /08	04/09	34	228	58	76
Pedra do Garrafão	Brazil		H	Itabapoana		- /07	- /07	- /08	05/09	15	110
Goiandira	Brazil	Goiás Sul Geração de Energia S.A.	H	Verissimo	76	08/07	- /07	- /08	05/09	44	341			V		0.75		0.75
Retiro Velho	Brazil	Retiro Velho Energetica S/A	H	da Prata	69	- /05	- /07	- /08	- /09	42	56
Sidi el Mahjoub	Morocco	Direction des Aménagements Hydrauliques		Ifrane	1	- /06	- /07	- /08	- /09	22		15	18	V	(5)	1.00	(1)*	1.00	(1)*
Shuhe	China	Datang Shaanxi Power Generation Co Ltd	H	Hanjiang	176	- /06	- /07	- /08	- /09	72
Qingxi [A]	China	Guizhou Qianyuan Power Co. Ltd.	H	Furong	98	- /06	- /07	- /08	- /09	82	166		154
Nongling	China	Dehong Longjiang Hydropower Development Co. Ltd.	H	Long	233	- /06	- /07	- /08	- /09	91	280		486
Shankou	China	Xinjiang Yili River Basin Development Authority	H	Tekes	121	04/06	- /07	- /08	- /09	50	496
Rodeio Bonito	Brazil	Velcan Energy Development Ltda.	H	Irani	9	- /06	- /07	- /08	01/10	32	223		59	V		0.85		0.85
Picachos	Mexico	CNA (Comisión Nacional del Agua)	I W	Presidio	322	02/07	09/07	- /08	- /09	85	256	85		V 0.15	(12) (12)	0.85	(12)	0.85	(12)	300	3000	50	45	(S)
Engenheiro Ernesto Jorge Dreher	Brazil	BME Energia	H	Ivaí	4	- /07	- /08	- /08	04/09	23	220	29	35									68	17	(N)
Las Truchas	Mexico	Desarrollos Mineros San Luis, S.A. de C.V.	H	La Lobor o Las Truchas		- /07	- /08	- /08	- /09	35	230	24								300	300
Wadi Dayqah	Oman	Ministry of Regional Municipalities and Water Resources	W	Wadi Dayqah	100	08/06	01/08	04/09	11/09	75	410	590	650	V	(3')	0.75	(3')*	0.75	(3')*	300	1200	126 112	54 48	(M)
Yunlonghe Nº3 [A]	China	Engshi Yuefeng Yunlong River Hydropower Development Co. Ltd.	H	Yunlong	44	03/06	04/07	04/09	- /11	139	119	182	207	curve	(3')	curve	(3')		(3')
El Platanal (formerly Capillucas)	Peru	Cementos Lima S.A.	H	Canete	5	01/07	10/08	04/09	10/09	34	60	75	75	0.375	(3')	0.75	(3')*			300	300	65	90	(N)
Big Bear Creek	USA	Tennessee Valley Authority	F W	Bear Creek	47	01/08	10/08	05/09	06/09	27	292	60	69	V	(1)	0.80	(1)*			300	300	77	77	(F)
Kasegawa	Japan	Ministry of Land, Infrastructure, Transport and Tourism	F H I W	Kase	71	02/05	10/07	06/09	03/12	99	456	830	948	V 0.60	(1) (1)	0.75	(1)	0.75	(1)	250	1000	84	36	(F)
Yunkou [A]	China	Yujiang Hydropower Co. Ltd.	H	Wuni	35	06/07	04/08	06/09	- /12	119	152	200	205
Vaca	Belize	Belize Electric Company Ltd (BECOL) and A. Fortis Company, Canada	H	Marcal	12	02/07	02/08	10/09	12/11	70	225	200	220	0.20	(1)	0.75	(3')*	0.75	(12)	300	3000	94	31	(F)
Saf-Saf [H-F]	Algeria	ANBT (Agence Nationale des Barrages et Transfert)	F I W	Saf-Saf	18	03/06	- /08	10/09	03/11	36	270	120	175	0.70	(12)	0.70	(7)	0.70	(12)	300	300	120	0	(-)
Taum Sauk [H-F]	USA	AmerenUE	H	Water source - East Fork of Black River	6	02/07	10/07	11/09	06/10	49	2060	2448	2500	0.60	(1)	0.60	(1)*	no spillway		300	300	59	59	(F)
Deep Creek Nº5D	USA	Yadkin County and NRCS	F W	Deep Creek	15	12/08	04/09	12/09	07/10	22	226	39	45	V	(3')	0.80	(3')*	0.80	(1)*	300	300	89	89	(F)
Salto-RS	Brazil		H	Caí		- /07	- /07	- /09	- /09	42
Cristalandia	Brazil	EMBASA (Empresa Baiana de Aguas e Saneamento S.A)	W	de Contas	17	- /05	- /07	- /09	01/10	22	337	61	68
Wudu	China	Sichuan Wudu Water Conservancy and Hydropower Group Ltd.	F H I W	Fu	572	10/04	- /07	- /09	- /10	120	631	1151	1580	V	(3')	0.75	(3')	0.80	(3')					(F)
São Pedro	Brazil	São Pedro Energia S/A	H	Jacu Braço Norte	2	- /06	- /07	- /09	- /10	30	140	22	35
Sông Côn 2	Vietnam	Geruco Song Con Hydro Power Joint Stock Company	H	Song Con	30	- /06	- /07	- /09	- /10	58	260
Huanghuazhai [A]	China	China Datang Corporation	H	Getu	1748	07/06	- /07	- /09	- /10	110	253	280	292									52	96	(F)
Tianhuaban [A]	China	Yunnan Dianneng Niulanjiang Hydropower Development Co. Ltd.	H	Niulan	66	12/06	- /07	- /09	- /10	113	160	182	360	curve	(3')	curve	(3')	ogee	(3)
Baishiya	China	Quifeng Water Supply Co. of Fangchenggang City	H I W	Xijiang	26	- /04	- /07	- /09	- /12	74	190	230	240			0.75
Palomino [H-F]	Dominican Republic	EGEHID (Empresa de Generación Hidroeléctrica Dominicana)	H	Yaque del Sur and Blanco	3	- /05	- /07	- /09	- /13	65	153
Criúva	Brazil	Criúva Energética S/A	H	Lajeado Grange	7	- /08	- /08	- /09	12/09	25	246	80	95									72	18	(N)
Chonghu’er	China	Xinjiang-Xinhua-Chonghuer Hydropower Development Co. Ltd.	H	Burgin	85	10/06	- /08	- /09	- /09	74	545		480
Xiaotianlong	China	Hongguo Water Resources Development Co.	W	Tuochang	1	- /07	- /08	- /09	- /09	58	168		125
Areia Branca	Brazil	Hidrelétrica Areia Branca S.A. (Tractebel Energia)	H	Manhuaçu		- /08	- /08	- /09	- /09	28	257
Palanquinho	Brazil	Serrana Energética S/A	H	das Antas	6	- /07	- /08	- /09	01/10	32	137	89	103									72	18	(N)
Mulungu do Morro	Brazil	EMBASA (Empresa Baiana de Aguas e Saneamento S/A)	I W	Tijuco	2	- /07	- /08	- /09	03/10	16	156	13
Damad	Saudi Arabia	Ministry of Water and Energy of the Kingdom of Saudi Arabia	F I W	Jawrah	33	05/06	- /08	- /09	05/10	52	592	207	384							300 - 500	1000 - 1500
Poço do Marruáo	Brazil	Insituto de Desenvolvimento do Piauí	I W	Riacho do Jorge	293	- /07	- /08	- /09	- /10	48	870	293	306
Barra dos Coqueiros	Brazil	Gerdau Aços Longos	H W	Claro	1	08/07	- /08	- /09	07/10	60	1670	172	282
Piedade	Brazil	Piedade Usina Geradora de Energia S.A	H	Piedade	18	- /06	- /08	- /09	08/10	30	397
Serra do Facão	Brazil	Serra do Facão Energia S.A. (SEFAC)	H	Sao Marcos	5199	02/07	- /08	- /09	10/10	92	326	610	742							300	300	72	18	(N)
Maduhe [A]	China	Yichang Junwang Group Co.	H	Siyang	33	- /06	- /08	- /09	- /10	100	185
São Gonçalo (formerly Santa Bárbara)	Brazil	SPE São Gonçalo Energia S.A.	H	Santa Bárbara	6	- /07	- /08	- /09	- /10	28	148	14	26	V		0.75		0.75				68	17	(N)
Caçu	Brazil	Gerdau SA	H	Claro		- /07	- /08	- /09	- /10	40
Yangjiayuan [A]	China	Guizhou Tongzihe Hydropower Development Co. Ltd.	H W	Tongzhi	78	- /07	- /08	- /09	- /10	68	153
Sehb el Merga	Morocco	Direction des Aménagements Hydrauliques	F I W	Sehb el Merga	7	06/07	- /08	- /09	- /10	37	480	85	95	V	(5)	0.80	(1)*	0.80	(1)*	300	300	65	25	(N)
Geliqiao	China	Wujiang Hydropower Development Corporation	H	Qingshuihe	77	01/07	04/08	- /09	- /10	124	104		500
Arvoredo	Brazil	SPE Arvoredo Energia S.A.	H	Irani	12	- /08	- /09	- /09	04/10	39	259	53	81	V		0.75		0.75				80	20	(N)
Feke II	Turkey	Akkur Energy Production Trade and Industry Co. Inc.	H	Göksu	63	12/07	12/08	02/10	08/10	70	256	194	227	0.07	(6)	0.80	(3')*	separate		300	300	60 60	60 50	(F)
Adnan Mendres (formerly Çine)	Turkey	DSI - State Hydraulic Works	F H I W	Çine	350	12/95	11/04	04/10	10/11	137	300	1560	1650	0.10 0.20	(7')	0.85	(7')	0.85	(7')	300	300	85 75	105 95	(F)
Ulu Sepri (formerly Batu Hampar)	Malaysia	Jabatan Bekalan Air Negeri Sembilan	W	Batu Hampar	3	11/07	10/09	04/10	05/10	65	236	200	203		(3')		(10)		(10)	300	1200	65	120	(F)
Bengoh	Malaysia	Public Works Department	W	Sungai Bengoh	144	06/07	06/09	05/10	- /12	63	267	130	172	V	(3')	0.80	(3')*	0.80	(3')*	300	3000	60	120	(F)
Kasegawa auxiliary dam [H-F]	Japan	Ministry of Land, Infrastructure, Transport and Tourism	F H I W	Kase	1	03/08	10/09	06/10	09/10	29	116	52	68	0.80	(12)	0.80	(12)	0.80	(12)	250	750	80	0	(-)
Pirris	Costa Rica	ICE (Instituto Costarricence de Electricidad)	H	Pirris	36	12/06	03/09	06/10	07/11	113	258	695	755	0.33	(3')*	0.50	(3')*	0.50	(12)	300	300	88	132	(N)
Bramhoek	South Africa	ESKOM	H	Braamhoekspruit	27	04/08	06/09	06/10	02/11	37	330	90	98	V	(3')	0.67	(3')*	0.67	(3')*	300	1200	70	95	(F)
Koris Gefiri (Maiden’s bridge) [H-F]	Greece	Ministry of Agriculture	I W	Partheni	3	11/05	03/07	07/10	- /16	42	221	170	190	0.80	(13)	0.80	(3)	0.80	(1)*	300 - 450	300 - 450	50	10	(N)
Ghasre Ghand (formerly Zirdan)	Iran	Sistan & Balouchestan Water Authority	I W	Kajoo	207	11/02	08/07	08/10	11/10	65	350	265	437		(5)		(3)*			300	300	98	42	(N)
Son La	Vietnam	EVN (Electricté de Vietnam)	F H	Song Da (Black river)	9260	04/04	01/08	08/10	12/12	138	962	2677	4800	V	(3')	0.73	(3')*	separate		300	300	60	160	(F)
Şirnak	Turkey	DSI - State Hydraulic Works	H	Ortasui	18	- /08	11/09	08/10	09/10	67	198	157	231	0.10	(1)	0.80	(1)*	0.80	(12)	300	600	125	0	(-)
Abou Abbas Al-Sabti (formerly Taskourt)	Morocco	Direction des Aménagements Hydrauliques	I W	Al Mal	25	01/08	04/09	09/10	04/11	75	408	415	490	V	(5)	0.80	(1)*	0.80	(1)*	300	300	73	32	(N)
Tobetsu [H-F]	Japan	Hokkaido Prefecture	F I W	Tobetsu	75	10/08	06/09	09/10	10/12	52	432	665	803	0.80	(5)	0.80	(5)	0.80	(1)	250	750	100 80 60	0 0	(-)
Saladillo	Argentina	Provincia de San Luis	W	Quinto		02/09	09/09	09/10	01/11	79	487	210	249		(5)		(5)
Ban Ve	Vietnam	EVN (Electrictie de Vietnam)	H	Ca	1500	08/04	02/07	10/10	12/11	136	480	1520	1750	v 0.30	(3')	0.85	(3')*	0.80	(12)	300	300	80	120	(N)
Çamlica III [H-F]	Turkey	Akfen Energy	F H	Zamanti	1	04/08	04/10	12/10	04/11	52	186	160	182	0.70	(7)	0.70	(1)*	0.70	(12)	300	300	88	37	(F)
Wyaralong	Australia	Queensland Water Infrastructure Pty. Ltd.	W	Teviot Brook	1	09/09	04/10	12/10	06/11	48	464	173			(1)		(1)*		(1)	300	300	85	85	(F)
Valsamiotis [H-F]	Greece	Crete Development Organisation	I	Valsamiotis	6	10/05	05/07	12/10	- /14	63	335	640	820	0.80	(13)	0.80	(3)	0.80	(1)*	300	300	60	0	(-)
Dong Nai 3	Vietnam	EVN (Electrictie de Vietnam)	F H	Dong Nai	1690	12/04	05/08	12/10	10/11	108	594	1138	1235	V	(1)	0.75	(1)*	0.75	(1)	300	300	75	0	(-)
Nuoc Trong	Vietnam	MARD (Ministry of Agriculture and Rural Development)	H I	Tra Kluc	290	10/07	07/09	12/10	05/11	69	518	446	607	V	(3')					300	300	125 80	218 230	(N)
Santa Clara-BA	Brazil	Companhia Energetica Santa Clara	H	Mucuri	151	- /99	- /01	- /02	- /03	59	242	520	600							300	300
Khan Khwar	Pakistan	WAPDA (Water and Power Development Authority) and CTGC (China Three Gorges Corp.)	H	Duber Khwar		04/03	- /06	- /10	04/12	46	112
Wuyi	China			Dina	99	- /05	- /07	- /10	- /12	103
Yongdingqiao	China			Liushahe	17	- /05	- /07	- /10	- /12	123
Jin’anqiao	China	Hanergy, Yunnan Jinsha River Hydropower Co. Ltd. and Yunnan Investment and Development Co. Ltd.	H N R	Jinsha	913	12/03	05/07	- /10	- /11	160	640	2400	4430	V	(3)	0.75	(3)	0.75	(1)			72 96	108 117	(F)
Gasparino	Brazil	CERB (Companhia de Engenharia Ambiental e Recursos Hídricos da Bahia)	W	Vaza-Barris	49	- /07	- /08	- /10	10/10	23	927		130
Rondon II	Brazil	Eletrogoes S/A.	H	Comemorqção	478	- /07	- /08	- /10	- /11	19	460
Imboulou	Republic of Congo	Délégation Générale des Grands Travaux	H	Léfini	584	09/03	- /08	- /10	05/11	33	310
Moula [H-F]	Tunisia	Ministère de l’Agriculture	W	Bou Terfess	26	02/03	- /08	- /10	11/11	81	324	422	450	V	(3')		(3')*		(3')*	300	300	120	0	(-)
Çaltikoru [H-F]	Turkey	DSI - State Hydraulic Works	I	İlyasdere	42	- /95	- /08	- /10	12/11	65	477	743	800	0.35	(3')	0.70	(3')*	0.70	(12)	300	300	60	50	(F)
Saizhu [A]	China	Yunnan Dianneng Group Holding Company	H	Xima	3	04/06	- /08	- /10	- /11	72	160	107	115	curve	(3')	curve	(3')		(3)
Qianchang	China	Guodian Yunnan Power Co Ltd	H	Pudu	22	- /07	- /08	- /10	- /11	81	148
Tiechuanqiao [A]	China			Yupaojiang	25	- /07	- /08	- /10	- /11	95
Shidi	China	Chongqing Wujiang Power Company	H	Youshui	163	- /06	- /08	- /10	- /12	30	214		260
Sanliping [A]	China	Hubei Energy Group Co. Ltd.	F H	Nanhe	499	- /07	05/08	- /10	- /11	133	285		390		(1)		(1)		(1)
Água Limpa	Brazil	Água Limpa Energia S/A	H	Palmeiras	10	- /08	- /09	- /10	12/10	38	98	42
Figueirópolis	Brazil	Companhia Hidroelétrica Figueirópolis	H	Jauru	35	- /08	- /09	- /10	12/10	16	170			V		0.43		0.75
Porto Estrela	Brazil		H	Santo Antonio	8	- /08	- /09	- /10	- /11	26
Longhuakou	China	Meng County Longhuakou Hydropower Co. Ltd.		Longhua	30	- /08	- /09	- /10	- /10	63	353		414
Ibirama	Brazil	Ibirama Energética SA	H		1	- /09	- /09	- /10	- /10	15	145
Ninho da Águia	Brazil	CPFL Renovaveis	H	Santo Antônio	1	- /09	- /09	- /10	- /10	15	94		14	V		0.75		0.75
Caju	Brazil	Energisa Geracão Rio Grande S/A	H	Rio Grande	10	- /09	- /09	- /10	03/11	38	222	66	82
Pipoca	Brazil	Omega Engergia Renovávelo S/A	H	Manhuaçu		- /07	- /09	- /10	04/11	16	200													(N)
Naen [A]	China	Guangxi Water Conservancy and Electric Power Corporation	H	Baidu	22	- /06	- /09	- /10	- /11	75	217
São José	Brazil	Ijui Energia S.A.	H	Carreiro	188	- /07	- /09	- /10	- /11	29	790
Luoboba [A]	China	Enshi Tianfa Electric Ltd.	F H R	Lengshui	87	- /07	- /09	- /10	- /11	114	192	21	21											(F)
Lavrinha	Brazil	BME	H	Paraiba do Sul		12/07	- /09	- /10	- /11	28		85
Ingazeira (formerly San Antonio and Cachoeirinha)	Brazil	DNOCS (Departamento Nacional de Obras Contra a Seca)	F I W	Pajeú	49	- /08	- /09	- /10	- /11	26	566	64	92
Sfeissif	Morocco	Direction des Aménagements Hydrauliques		Safsaf	20	- /08	- /09	- /10	- /11	29				V	(5)	0.85	(1)*	0.85	(1)*	300	300	120	0	(-)
São Sebastião do Alto	Brazil	Geracao Hidroeletrica Rio Grande S/A	H	Grande	44	- /08	- /09	- /10	- /11	41	210	51	75
Lechangxia	China	Department of Water Resources, Guandong Province	H I N	Bei	374	- /08	- /09	- /10	- /11	85	256
Francisco J. Múgica (formerly Nueva Italia)	Mexico	Gobierno del Estado de Michoacán	I	El Marqués	100	03/08	- /09	- /10	- /11	90	375	367	451	V 0.30		1.00		1.00		300	300	65	0	(-)
Corrente Grande	Brazil	CPFL Renovaveis	H	Corrente Grande	12	- /10	- /10	- /10	- /10	20	110			V		0.75		0.75
Marco Balbo	Brazil		H			- /10	- /10	- /10	- /10	30		42	73
Ait Moulay Ahmed	Morocco	Direction des Aménagements Hydrauliques	I W	Ain Leuh	2	10/09	- /10	01/11	10/11	29	136	18	20	V	(5)	0.75	(1)*	0.75	(1)*	300	300	70	30	(N)
El Puente de Santolea	Spain	Acua Ebro	I	Guadalope	18	- /09	04/10	02/11	03/11	35	203	65	70	0.20	(3')*	0.60	(3')*	0.60	(3')*	300	300	65	153	(F)
Las Tunas	Argentina	Provincia de Catamarca	F I W	Las Tunas	101	02/09	09/10	02/11	12/11	33	259	30	56	V	(1)					200	400	85	25	(N)
Okukubi (Kin) [H-F]	Japan	Okinawa General Bureau, Cabinet Office, Japan	F I W	Okukubi	79	03/09	11/10	03/11	07/11	39	461	339	430	0.80	(5)	0.80	(5)	0.80	(5)	300	750	80	0	(-)
Changuinola 1 [A-G]	Panama	AES (Allied Energy Systems Co.) Panama SRL	H	Changuinola	347	04/07	12/09	04/11	10/11	105	595	884	910	V	(3')	0.50 0.70	(3')* (3')*	0.50	(12)	300	300	70 65	145 150	(F)
Gov. Jayme Canet Junior (formerly Antiga Mauá)	Brazil	Consorcio Energético Cruzeiro do Sul (Copel and Electrosul Centrais Eléctricas SA)	H	Tibagi	2137	- /09	01/10	05/11	- /12	83	726	633	753	V	(2)	0.80	(10)			300	2400	60	15	(N)
Yunishigawa	Japan	Ministry of Land, Infrastructure, Transport and Tourism	F I W	Yunishi	75	08/08	09/09	05/11	09/12	119	320	967	1053	V 0.60	(1)	0.78	(1)	0.78	(1)	250	1000	91	39	(F)
Dong Nai 4	Vietnam	EVN (Electrictie de Vietnam)	H	Dong Nai	337	12/04	03/09	06/11	- /12	128	481	1305	1370	V	(1)	0.80	(1)*	0.80	(1)	300	300	85	115	(N)
El Maleh Amont	Morocco	Direction des Aménagements Hydrauliques	F	Maleh	35	01/07	09/07	06/11	10/12	49	174	100	140	0.20	(5)	0.60	(5)	0.60	(5)	300	300	120	0	(-)
El Realito	Mexico	CNA (Comisión Nacional del Agua)		Santa Maria	57	- /08	07/09	06/11	- /11	85	270	420		V	(1)	0.85		0.85		300	300	33 to 66	27 to 54	(S)
Güllübag	Turkey	Senerji Enerji	H	Çoruh	21	05/09	02/11	06/11	02/12	72	97	160	175	V	(1)	0.50 0.70	(1) (1)	0.70	(12)	300	300	70	70	(F)
Dak Mi 4	Vietnam	(IDICO) Urban and Industrial Development Zone Investment Company	H	Vu Gia	313	04/07	01/08	08/11	04/12	90	472	720	800	V	(3')	0.48 0.80	(3')* (3')*	0.80	(1)	300	300	95	125	(N)
Song Tranh 2	Vietnam	EVN (Electrictie de Vietnam)	H	Song Tranh	733	03/05	04/08	08/11	12/12	96	640	1032	1315	V	(3')	0.80	(1)	0.75	(1)	300	300	70	110	(N)
Gomal Zam [A-G]	Pakistan	WAPDA (Water and Power Development Authority)	F H I	Gomal	1424	07/02	08/07	09/11	06/13	133	231	390	474	V		0.60		0.60		300	3000 to 4000	91	91	(F)
Yubari Syuparo	Japan	Ministry of Land, Infrastructure and Transport	F H I W	Yubari	427	11/03	10/09	09/11	03/15	111	390	584	940	V 0.80	(1) (1)	0.82	(1)	0.82	(1)	250	750 & 1000	91	39	(F)
Thornton Gap (Tollway)	USA	MWRDGC (Metropolitan Water Reclamation District of Greater Chicago)	F	-	1	02/10	06/11	09/11	11/11	35	69	25	25	V	(3')		(3')*			300	300	48	79	(F)
Menge	Turkey	Enerjisa En. Ut. A.S.	H	Göksu	51	05/09	08/10	10/11	12/11	68	304	349	384	0.25	(1)	0.80	(3')*	0.80	(12)	300	300	80	40	(F)
Nam Gnouang (Theun Hinboun Expansion)	Laos	Theun Hinboun Power Company	H	Nam Gnouang	2450	10/08	03/10	12/11	- /12	65	480	383		V	(1)	0.80	(1)*	1.00	(12)	300	300	90	100	(F)
Shiyazi	China	Guizhou Zhongshui Energy Co. Ltd.	H	Hongdu	321	- /07	04/08	12/11	12/11	135
Gongguoqiao	China	Huaneng Lancang River Hydropower Co. Ltd.	H	Lancang (Mekong)	316	- /08	- /09	- /11	03/12	105	356		1067
Boa Sorte	Brazil	Boa Sorte Energética S/A	H	Tijucas	18	- /07	- /09	- /11	- /12	26
Huhehaote (Hohhot) PSS - Upstream lower dam	China	Nei Mongol (Inner Mongolia) Electricity Corporation	H	Halasxinegou	7	- /07	- /09	- /11	- /12	69	242	185	330
Kamchay	Cambodia	Electricity of Cambodia (44-year BOT to Sinohydro Corporation)	H	Kamchay	718	- /07	- /09	- /11	- /12	112	568	1100		V 0.30		0.75
Sanglang [A]	China			Sanglang	15	- /08	- /09	- /11	- /12	90
Qinglong [A]	China	Enshi Mawei Valley Hydropower Development Co. Ltd.	H	Maweigou	29	12/08	- /09	- /11	- /12	140	116		212
A Luoi	Vietnam	Central Hydropower Joint Stock Company	H	A Sap		06/07	04/09	- /11	- /12	50	208	138
Sefaköy	Turkey	Püre Energy Üretim Tic. A.S.	H	Aras	21	- /08	- /10	- /11	10/11	55	148	120			(1)		(1)
Anta (with Simplicio)	Brazil	Centrais Eletricas Brasileiras sa Eletrobras	H	Paraiba do Sul	114	- /09	- /10	- /11	12/11	30	270	44	55
Moínho	Brazil	Statkraft (Moinho S.A.)	H	Bernado José	1	- /09	- /10	- /11	- /11	22	126	9	25									68	17	(N)
Nabi	China	Baise WaCun Hydropower Development Co.	H	Xiyang	57	- /09	- /10	- /11	- /11	69	247		289
Lianhuatai	China	Guodian Shaanxi Hydropower Development Co.	H	Dan	95	02/09	- /10	- /11	- /11	70	221		221
Autódromo	Brazil	Autódromo Energética S/A	H	Carreiro	4	- /10	- /10	- /11	- /11	23	271	21	47									67	17	(N)
Boa Fé	Brazil	Boa Fé Energética S.A.	H	Carreiro	5	- /10	- /10	- /11	- /11	26	198	32	58
Lusixi	China	Lusi Reservoir Management Office	W	Lusixi	33	- /09	- /10	- /11	- /12	39	140
Silopi	Turkey	DSI - State Hydraulic Works	H W	Hezil	29	08/08	- /10	- /11	02/12	89	356	718	752	0.10	(7)	0.70	(3')*	0.70	(1)	300	300	81	39	(-)
Santo Antonio-RJ	Brazil	Energisa Geracão Rio Grande S/A	H	Grande	17	- /09	- /10	- /11	02/12	44	285	81	105
Santo Antonio-RO	Brazil	Santo Antônio Energia	H	Madeira	2075	- /08	- /10	- /11	03/12	25	3100	560	3086
Dr Victor Baptista Adami (formerly Passos Maia)	Brazil	Passos Maia Energética S.A. (Statkraft, Adami & Madeiras)	H	Chapecó	14	- /09	- /10	- /11	09/12	34		66										72	18	(N)
Linxihe [A]	China	Hubei Huaqing Power Co. Ltd.	H	Loushui	52	- /08	- /10	- /11	- /12	74	146
Madushan	China	Honghe Guangyuan Hydropwer and Madushan Development Co. Ltd.	H N W	Honghe	552	- /08	- /09	- /11	- /12	108	353		987
A’hai	China	Yunnan Jinsha River Hydropower Co. Ltd.	F H I	Jinsha	885	- /08	- /10	- /11	- /12	138	482		2707
Ahl Lafouim	Morocco	Direction des Aménagements Hydrauliques	W	Ahl Lafouim	3	- /09	- /10	- /11	- /12	15	95	20	24	0.20	(5)	0.80	(1)*	0.80	(1)*
Krayma	Morocco	Direction des Aménagements Hydrauliques	W	Tiyoughza	3	- /09	- /10	- /11	- /12	32	170	45	53	0.20	(5)	0.80	(1)*	0.80	(1)*			120 100	0	(-)
Balkusan	Turkey	Karen Energy	H	Balkusan	15	- /09	- /10	- /11	- /12	48	189	60	76	V	(1)	0.75	(1)*	0.75	(12)	300	1200	75	50
Qingyanggou	China	Yumen Hongyuan Industrial Company	H	Sule		- /09	- /10	- /11	- /12	64	147
Dengke	China	Yunnan Baoshan Electric Co. Ltd.	H	Longjiang	53	- /09	- /10	- /11	- /12	76	239
Rizzanese	France	Electricité de France	H I	Rizzanese	1	- /09	04/11	02/12	- /12	41	140	64	72	V 1.00	(6) (10)	V 0.80		0.80		300	300	80	0	(-)
Middle Vaitarna	India	Municipal Corporation of Greater Mumbai	W	Vaitarna	202	10/08	05/10	04/12	- /12	102	565	1202	1500	0.15	(3')	0.75	(3')*	0.75	(12)	300	300	75	145	(F)
Köprü	Turkey	Enerjisa En. Ut. A.S.	H	Göksu	98	07/09	12/10	04/12	- /13	109	413	975	1050	V 0.60	(1) (1)	0.80	(1)	0.80	(12)	300	300	85	45	(F)
Dong Nai 2	Vietnam	Trung Nam Power Jointstock Company	H	Dong Nai	281	04/09	12/10	05/12	03/13	80	429	786	1025				(3')*			300	300	80 90	120 110	(N)
Portugues [A-G]	USA	US Army Corps of Engineers, Jacksonville and Department of Natural Resources of Puerto Rico	F	Portugues	20	04/08	01/11	05/12	12/13	67	375	270	310	V	(3')	0.35	(3')*	0.35	(1)	300	300	114	51	(F)
Bui	Ghana	BPA (Bui Power Authority)	H I	Bui	12570	10/07	02/09	05/12	11/14	108	493	830	900	V	(3')	0.75	(3')	0.75	(12)	300	3000	45 61	85 91	(F)
Gökkaya	Turkey	MEM Enerji Elektrik Üretim Sanayi ve Ticaret A.Ş	H	Göksu	18	02/10	07/10	05/12	07/12	69	118	96	122	0.067	(1)	0.80	(1)	0.80	(11)	300	300	55	55	(F)
Dry Comal Creek	USA	Comal County, Texas	F	Dry Comal Creek	4	10/11	03/12	08/12	12/12	26	457	62	67	V	(3')	0.80	(3)*	0.80	(1)	300	300	60	100	(C)
Ban Chat	Vietnam	EVN (Electrictie de Vietnam)	H	Nam Mu	2138	01/06	08/09	08/12	12/13	130	425	1600	2	V	(3')	0.80	(3')*	separate		300	300	60	160	(F)
San Vicente Dam Raise	USA	San Diego County Water Authority and City of San Diego	W	San Diego	299	06/09	09/11	09/12	09/14	103	474	459	465	V	(4')	0.78	(3')*	0.78	(3')*	300	300	86	127	(F)
Devecikonagi	Turkey	MCK Elektrik Uretim A.S.	H I	Emet	6	05/10	03/11	09/12	01/13	39	313	180	210	0.10	(2)	0.75	(1)	0.80	(12)	300	300	80	40	(F)
Akköy II (Aladereçam)	Turkey	Akköy Energy A.S.	H	Karaovacik	14	- /07	05/11	09/12	- /13	60	260	226	306	V	(1)	0.80	(1)	0.80	(12)	300	300	85	85	(N)
Enlarged Cotter	Australia	Icon Water (formerly ACTEW Corp.)	W	Cotter	78	10/09	08/11	12/12	08/13	87	350	369	400	V	(3')	0.75	(3')*	0.75	(3')*	300 400	300 400	75	120	(F)
Nam Ngum 5 [A]	Laos	Nam Ngum 5 Power Company Ltd. (15% Électricité du Laos - Generation Company Ltd., 85% Power)	H	Nam Ting	314	10/08	11/11	12/12	12/12	101	235	298	421
Dak Drinh	Vietnam	Petro Vietnam	H	Dak Drinh	249	01/09	09/11	12/12	12/13	100	466	788			(3')		(3')*		(12)	300	300	80	115	(N)
Duber Khwar	Pakistan	WAPDA (Water and Power Development Authority) and CTGC (China Three Gorges Corp.)	H	Duber Khwar		06/03	- /08	- /12	01/14	41	202
Longkaikou	China	Yunnan Jinsha River Hydropower Co. Ltd.	F H N R W	Jinsha	558	08/07	09/08	- /12	- /13	119	768	2840	3853	V	(3)	0.75	(3)			300	3000	96 60	96 90	(F)
Allai Khwar	Pakistan	WAPDA (Water and Power Development Authority) and CTGC (China Three Gorges Corp.)	H	Allai Khwar		01/05	- /09	- /12	03/13	51	88
Shankouyan [A]	China	Shankouyan Hydro Project Development Co.	H	Yuanhe	105	11/07	- /09	- /12	- /13	99	268		272
Ouro	Brazil		H			- /10	- /10	- /12	- /12	16
Grand Poubara	Gabon	Ministries of Mining, Energy, Oil and Water Resources	H	Ogooué		11/08	- /10	- /12	08/13	37	300											105 96	70 64	(F)
Shatuo	China	Wujiang Hydroelectric Development Corporation	F H N	Wu	910	05/06	- /10	- /12	- /13	101	631	1510	1980	V 0.15	(3')	0.75	(3')	0.75	(3)	300	3000
Dayuhyan [A]	China	Guizhou Water-investment Hydropower Development Co., Ltd	H	Masha	61	- /09	- /10	- /12	- /13	81
Milanhe	China			Milanhe	41	- /09	- /10	- /12	- /13	83
Guandi	China	Yalong River Hydropower Development Co. Ltd.	H	Yalong	760	- /09	- /10	- /12	- /13	168	516	2970	3020	V 0.30				0.70				72	88	(F)
Xunyang	China			Hanjiang		- /08	- /10	- /12	- /14	58
Marrecas	Brazil	SAMAE (Serviço Autônomo Municipal de Água e Esgoto)	W	Marrecas	33	03/10	- /11	- /12	12/12	35	430
Zhongqiao	China	Zunyi Water Conservancy Bureau		Ren	99	- /10	- /11	- /12	- /12	60
Nankanghe Nº2 [A]	China	Ximeng Fubian Hydropower Development Co. Ltd.	H	Nankang	31	- /10	- /11	- /12	- /12	68	179
Retiro	Brazil	CTG Brasil	H	Sapucai	18	- /10	- /11	- /12	07/13	15	482
Garibaldi	Brazil	Rio Canoas Energia S.A.	H	Canoas	296	- /10	- /11	- /12	09/13	42	517	264	382
Çermikler [H-F]	Turkey	DSI - State Hydraulic Works	H	Kizilirmak	41	- /08	- /11	- /12	- /13	42	251	160
Çetintepe	Turkey	DSI - State Hydraulic Works	H	Robozik	44	09/08	- /11	- /12	- /13	39	173	60	64	0.10	(1)	0.80	(1)*	0.80	(12)	300	1200	77	63	(N)
Toca do Tigre	Brazil	CJ Hydro - Geraçao de Energia S.A	H	Turvo	6	- /09	- /11	- /12	- /13	22	237
Mamoeiro	Brazil	Companhia de Gestão dos Recursos Hídricos	I W	-	21	- /10	- /11	- /12	- /13	28	310
Ivan Botelho I (fomerly Antiga Ponte)	Brazil	Centrais Hidrelétricas Grapon S/A	H	Pomba	17	- /10	- /11	- /12	- /13	32	273
Huong Dien	Vietnam	FPT Corporation	H	Bo	821	- /10	- /11	- /12	- /13	83		260	400									90	100	(N)
Pezzi	Brazil	Pezzi Energética S.A.	H	das Antas	24	- /11	- /12	- /12	- /13	42	238	44	80									76	19	(N)
Serra dos Cavalinhos II	Brazil	Serra dos Cavalinhos II Energética S.A.	H	das Antas	8	- /11	- /12	- /12	- /13	42	123	33	80									72	18	(N)
Spring Grove	South Africa	TCTA (Trans Caledon Tunnel Authority)	W	Mooi	140	03/11	06/12	05/13	05/14	39	300	96	114		(3')		(3')*			300	300	50	110	(F)
Murum	Malaysia	SEB (Sarawak Energy Bhd)	H	Murum	12043	10/08	05/10	07/13	- /15	146	440	1520	1660	V 0.20	(3') (3')	0.70 0.80	(3)*	0.70 0.80		300	3000	88 65	88 72	(F)
Cannelton [H-F]	USA	American Municipal Partners (AMP)	H	Ohio		05/09	06/12	08/13	09/16	35	158	113		0.80	(10)	0.80	(10)	separate		230	230	118	64	(F)
De Hoop	South Africa	Department of Water & Sanitation	W	Steelpoort	347	07/07	07/09	11/13	03/14	85	1015	769	1012	V	(3')		(3')*		(3')*	300	1200	62	145	(F)
Captain Meldahl [H-F]	USA	American Municipal Partners (AMP)	H	Ohio		04/11	06/13	12/13	04/16	28	84	56		0.80	(10)	0.80	(10)	separate		230	230	116	62	(F)
Upper Paung Laung	Myanmar	Department of Hydroelectric Power - Ministry of Electric Power	H	Paung Laung	1285	01/06	01/11	12/13	- /14	103	537	936	1100	V	(3')	0.80	(3')*	0.80	(12)	300	300	90	140	(N)
Kalashuke	China	Department of Water Resources, Xinjiang Province	F H W	E’erqisi	2419	- /07	- /10	- /13	- /14	122	1489	2520	2890			0.75		0.75		300	3000			(F)
Mamaya Nº1	China	Guizhou Qianyuan Power Company	H	Beipan	137	- /08	- /10	- /13	- /14	109	250		591
Luntan [A]	China	Luntan Hydraulic Engineering Co. Ltd.	H	Yangcunshui	180	12/08	- /10	- /13	- /14	90	218
Sultan Moulay Ali Cherif (formely Tiouine)	Morocco	Direction des Aménagements Hydrauliques	F I W	Iriri	270	05/10	- /11	- /13	- /13	90	202	270	380	V	(1)	0.80	(1)*	0.80	(1)*			100	0	(-)
Rastro de Auto	Brazil	CERTEL	H	Forqueta		- /11	- /11	- /13	- /13	23	190
Angostura	Chile	Colbún SA	H	BioBio		- /09	- /11	- /13	- /14	63	125
Lizhou [A]	China	China Huadian Corporation	H W	Muli	190	- /09	- /11	- /13	- /14	132	211
Chuanjiang	China			Chuanjiang	98	- /10	- /11	- /13	- /14	83
Zhaizihe	China			Houhe	119	- /10	- /11	- /13	- /14	93
Shannipo [A]	China	Guizhou Qianyuan Power Co. Ltd.	H	Beipan	85	- /09	- /11	- /13	- /15	119	205	199	267	curve	(3')	curve	(3)	ogee	(3)
João Borges	Brazil	Eletrosul Centrais Elétricas SA	H	Caveiras	23	- /12	- /12	- /13	11/13	29	170
Shaqian	China	HydroChina Co.	F H	Furong	57	10/11	- /12	- /13	- /13	59
Barra do Rio Chapéu	Brazil	Eletrosul Centrais Elétricas S/A	H W	Braço do Norte	2	- /12	- /12	- /13	- /13	25	117
Huanza	Peru	Empresa de Generacion Huanza	H	Pallca		- /10	- /12	- /13	- /14	38		85
Tamellast	Morocco	Direction des Aménagements Hydrauliques			1	- /11	- /12	- /13	- /14	19		27		V	(5)	1.00	(1)*	1.00	(1)*
Shuangfengsi	China	Chengde Shuangfengsi Project Bureau	H	Luanhe	137	- /11	- /12	- /13	- /14	50	535		550
Lower Russei Chrum	Cambodia	Ministry of Mines and Energy	H	Russei Chrum	62	- /11	- /12	- /13	- /14	59	325	170
Hongling	China	Guodian Haikong Hongling water construction Co. Ltd.	H I W	Dabian	662	- /11	- /12	- /13	- /14	92
Huhehaote (Hohhot) PSS - Downstream lower dam	China	Nei Mongol (Inner Mongolia) Electricity Corporation	H	Halasxinegou	7	- /12	- /12	- /13	- /14	58	308	205	717
Bajo Frío	Panama	Fountain Hydro Power Corp.	H	Chiriqui Viejo		- /12	- /13	- /13	- /14	56	406	87	272
Naras	Turkey	DSI - State Hydraulic Works	F I	Manavgat	104	- /10	12/12	01/14	05/14	78	448	620	677	0.15	(1)	0.80	(1)*	0.80	(12)	300	300	110	90	(N)
Aslandag	Turkey	DSI - State Hydraulic Works	H I W	Bembo	11	09/08	11/11	02/14	11/14	69	210	162	202	0.10	(1)	0.80	(1)*	0.80	(12)	300	1200	100	80	(N)
Beyhan-I [H-F]	Turkey	Kalehan Energy Üretim ve Ticaret A.S.	H	Murat	369	- /09	03/12	03/14	03/15	97	361	1480	1661	0.70	(7)	0.70	(3')			300	300	90	40	(M)
Song Bung 4	Vietnam	EVN (Electrictie de Vietnam)	H	Vu Gia	511	09/10	06/12	04/14	01/15	114	345	963	1170	V 0.40		0.80	(3')*			300	3000	80 60	120 140	(N) & (F)
Willow Island [H-F]	USA	American Municipal Partners (AMP)	H	Ohio		12/11	11/13	04/14	02/16	20	66	49		0.80	(10)	0.80	(10)	separate		230	230	116	62	(F)
Cheshmeh Ashegh	Iran	Fars Water Authority	F I W	Cheshmeh Ashegh	62	06/10	10/11	05/14	03/17	60	375	130	250		(1)		(1)*		(12)	300	600 - 900	120	80	(N)
Guanyinyan	China	Datang Huarui Investment Group Ltd.	F H N R	Jinsha	2263	- /08	09/11	05/14	- /16	159	1250	6473	9364	V 0.10	(3')	0.75	(3')	0.75	(1)	300		53	99	(F)
Wadi Umti [H-F]	Oman	Ministry of Rural Municipalities and Water Resources	F	Wadi Umti	1	04/13	11/13	07/14	07/14	16	145	34	58	0.70	(12)	0.70	(12)	0.70	(12)	300	300	60	0	(-)
Hantangang	South Korea	Kwater (Korean Water Resources Corporation)	F I W	Hantan	270	02/09	07/10	07/14	12/14	84	690	650	709	V	(1)		(1)		(1)	250	750	91	39	(F)
Tsugaru	Japan	Ministry of Land, Infrastructure, Transport and Tourism	F H I	Iwaki	141	10/08	05/10	08/14	03/16	97	342	500	717	V 1.00	(1) (1)	0.74	(1)	0.74	(1)	250	1000	91	39	(F)
Bonyic	Panama	Hidroécología Teribe (HET) S.A.	H	Bonyic	1	- /11	- /13	08/14	- /15	37	165		88
Smithland [H-F]	USA	American Municipal Partners (AMP)	H	Ohio		12/11	03/14	10/14	07/17	33	153	120		0.80	(10)	0.80	(10)	separate		230	230	118	64	(F)
Pembelik [H-F]	Turkey	Darenhes A.S.	H	PeriSuyu	358	11/10	03/13	10/14	- /15	88	500	760	838	0.70	(3')*	0.70	(3')*	0.70	(12)	300	1200	120	0	(-)
Lithaios [H-F]	Greece	Trikala Prefecture	I	Lithaios		06/03	11/11	12/14	07/20	32	526	160	220	0.80	(13)	0.80	(3)	0.80	(1)*	300	300	50	10	(N)
Xiangjiaba	China	China Three Gorges Corporation	H	Jinsha	52	- /06	- /10	- /14	- /16	162	909
Tongzilin	China	Yalongjiang Valley Hydropower Development	H	Yalong	1	- /08	- /10	- /14	- /16	71
Ludila	China	Yunnan Huadian Hydropower Co. Ltd.	H	Jingsha	1718	01/07	- /11	- /14	- /15	140	622		1920	V 0.20		0.75
Yalnızardıç	Turkey	Akköy Energy A.S.	H	Gevne	109	- /09	- /11	- /14	- /15	113	300	490
Filiatrinos [H-F]	Greece	Ministry of Rural Development and Food	I	Filiatrinos	8	- /10	- /11	- /14	- /16	55	246	370	430	0.80	(2)	0.80	(10)	0.80	(10)	350	350	51	24	(F)
Rondinha	Brazil		H	Chapecó		- /12	- /12	- /14	- /14	20
Kayabeyi	Turkey	Pelin Energy	H I	Kura	148	01/10	- /12	- /14	02/15	159	230	637	780								300
Sarrath [H-F]	Tunisia	Ministre de l’Agriculture	I	Oued Sarrath	21	- /08	- /12	- /14	11/15	36	820		335	0.70		0.70		0.70
Longtanzui [A]	China		H	Hanshuinanhe	10	- /10	- /12	- /14	- /15	98			205
Mamak	Turkey	DSI - State Hydraulic Works	F	Bağ	1	- /13	- /13	- /14	- /14	31	118	30
Manduriacu	Ecuador	CELEC (Corporatión Eléctrica del Ecuador)	H	Mauduriacu	10	12/11	- /13	- /14	03/15	61	245	114		0.25		0.75		0.75						(N)
Gümüsören [H-F]	Turkey	DSI - State Hydraulic Works	H I W	Zamanti	195	- /11	- /13	- /14	06/15	37	842	1890	1943	0.70	(3')	0.76	(3')*	0.76	(12)	300	1200	84	36	(F)
Oguzlar	Turkey	DSI - State Hydraulic Works	H	Ortasu	20	09/08	- /13	- /14	- /15	53	431	392	460	0.10	(1)	0.80	(1)*	0.80	(12)	300	600	100	0	(-)
Musatepe	Turkey	DSI - State Hydraulic Works	H	Robozik	13	09/08	- /13	- /14	- /15	66	165	131	138	0.10	(1)	0.80	(3')*	0.80	(12)	300	1200	77	63	(N)
Lijiahe [A]	China	Xian Water Affair Group	H	Bahe	53	- /11	- /13	- /14	- /15	99	352	370	478
Songyue (2nd Stage)	China	Helong Electricity Corporation	F H I R W	Hailanhe	21	- /12	- /13	- /14	- /15	41	271			V	(1)	0.73	(10)	conduit		300	2000	80	100	(F)
Karakuz	Turkey	Derin Enerji Uretim San. Ve Tic. A.S.	H	Kökün	5	- /12	- /13	- /14	- /15	45	162	400
Daoliuhe [A]	China			Daoliu	123	- /12	- /13	- /14	- /15	60	187
Adigüzel II	Turkey	Peker Energy Inc	H	Büyük Menderes	15	- /12	- /13	- /14	- /15	61	145	150
Eduardo Campos (formerly Serro Azul)	Brazil		W	Una	303	- /12	- /13	- /14	- /15	66	1015
Kahe	China		W		20	- /12	- /13	- /14	- /15	72
Imin Tlit	Morocco	Direction des Aménagements Hydrauliques		Tlit		- /13	- /14	- /14	- /15	18
Metolong	Lesotho	Government of the Kingdom of Lesotho/Metolong Authority	W	South Phuthiatsana	64	09/11	08/13	02/15	08/16	83	278	280	314		(3')		(3')*		(3')	300	3000	90	110	(F)
Ayvali	Turkey	Ozdogan Enerji	H	Oltu	308	04/11	02/13	02/15	10/15	177	405	1650	1900	V	(3')	0.75	(3')*	0.75	(12)	300	300	50 100	110 120	(F)
Göktas 1 [H-F]	Turkey	Bereket Energy	H	Zamanti	109	04/11	03/13	03/15	- /16	133	200	749	900	0.30 1.00	(1) (1)	0.60 1.00	(1) (1)*	0.75	(12)	300	300	50	50	(F)
Kotanli II [A-G]	Turkey	EBD En. Ür. ve Tic. A.S.	H	Kura	20	10/12	05/14	04/15	11/15	70	250	248	252	0.15	(3)	0.70	(3')*	0.70	(12)	300	300	85	130	(N)
Lai Chau	Vietnam	EVN (Electrictie de Vietnam)	H	Song Da (Black River)	1215	06/10	03/13	05/15	07/17	131	620	1884	2500	V	(3')	0.75	(3')*	0.75	(12)	300	300	60	160	(F)
Teesta low dam (Stage IV)	India	NHPC Ltd.	H	Teesta	37	05/06	01/13	05/15	08/16	45	196	167	170	0.40	(3')*	0.80	(3')*	separate		300	300	85	135	(F)
Cerro del Águila	Peru	IC Power	H	Mantaro	37	11/12	08/14	06/15	- /16	89	270	250	450	0.10	(1)	0.75	(1)*	0.75	(12)	300	600	115	23
Gokayama	Japan	Fukuoka Prefecture	F N W	Naka	40	06/12	06/14	07/15	03/18	103	556	634	935	V 1.00	(1) (1)	0.76	(1)	0.76	(1)	250	1000	104	26	(F)
Xekaman 1	Laos	Xekaman Power Ltd.	H	Xe Kaman	3120	03/12	05/13	07/15	12/16	120	335	870	1065	V	(3')*		(3')*		(12)	300	300	70	130	(F)
Tabellout [A-G]	Algeria	ANBT (Agence Nationale des Barrages et Transfert)	I W	Djen Djen	294	03/10	03/13	08/15	12/15	121	366	975			(12)		(12)		(12)*	300	300	85	45	(S)
Duck River	USA	Cullman Utilities Board	W	Duck	31	01/14	- /15	09/15	- /16	41	90	121	128	0.10	(1) (3)		(3')*	1.00	(1')* (3')*	300	300	107	55	(F)
Ulu Jelai/Susu	Malaysia	Tenaga Nasional Berhad (TNB)	H	Bertam, Telom and Lemoi	18	03/11	03/14	09/15	07/16	90	513	731	747	V	(4')	0.80	(3')*	0.80	(1)*	400	2400	100 95	0 0	(-)
Gibe III	Ethiopia	Ethiopian Electric Power (EEP)	H	Omo	14690	04/08	12/11	10/15	- /16	246	630	6200	6400	0.25	(3')	1.00	(3')*	1.00	(3')*	400	400	70 to 120	45 to 60	(S)
Rkiza	Morocco	Direction des Aménagements Hydrauliques	F I W	Rkiza	17	- /12	- /13	- /15	- /15	26	500	55	60	V	(5)	0.85	(1)*	0.85	(1)*
Tuokou	China	China Power International Development	H	Yuan	1384	- /10	- /12	- /15	- /16	82	649
Burç	Turkey	Aksa Energy Production Trade and Industry Co. Inc.	H	Göksu	63	01/07	01/12	- /15	- /17	70	235	232	260	0.07	(8)	0.80	(1)	separate		300	300	60	50 to 60	(F)
Nam Ou 5	Laos	EDL (Electricite du Laos)	H	Nam Ou	335	- /11	- /13	- /15	05/16	74	445
Teles Pires	Brazil	ANEEL (Agência Nacional de Energia Elétrica)	H	Teles Pires	1	07/11	- /13	- /15	09/16	67	360	500	1020
Guoduo	China	Huaneng Guoduo Hydropower Co. Ltd.	H	Zha Qu	80	- /12	- /13	- /15	- /16	83	236		550
Kasimlar	Turkey	Değirmenüstü Energy	H	Köprüçay	43	- /12	- /13	- /15	- /16	90	235	330
Güneysinir Alanözü	Turkey	DSI - State Hydraulic Works	I	Yangılı	3	- /13	- /14	- /15	- /15	38	270	71
Sariveliler Göktepe	Turkey	DSI - State Hydraulic Works	I	Gelenalan	1	- /13	- /14	- /15	- /15	39	330	69										60	0	(-)
Bergama Çamavlu	Turkey	DSI - State Hydraulic Works	I	Hasanderesi	1	- /14	- /14	- /15	- /15	40	241	69		0.10	(1)	0.80	(1)			300	300	85	35	(F)
Mata Velha [H-F]	Brazil	CPFL Renovaveis	H	Preto	38	- /14	- /14	- /15	04/16	30	180	45	65	1.25		1.25		1.25
Nam Khan 3	Laos	EDL (Electricite du Laos)	F H W	Nam Khan	249	12/12	- /14	- /15	06/16	67	154	125	145
Fazenda	Brazil	ENEL Green Power Fazenda S.A.	H	dos Apiacás	2	- /12	- /14	- /15	09/16	21	503
Salto Apiacás	Brazil	ENEL Green Power Salto Apiacás S.A	H	dos Apiacás	2	- /12	- /14	- /15	- /16	17	486
Las Cruces (formerly San Bartolo)	Panama	Corporacion de Energia del Istmo Ltd. S.A.	H	San Pablo	39	- /13	- /14	- /15	- /16	41	371	77		V	(3')	0.85	(3')*	0.85	(12)	300	300	90	0	(-)
Shuishimen [A]	China	Yunxi Shuishimen Reservoir Bureau	F H W	Tianhe	37	- /13	- /14	- /15	- /16	86			150
Dayakou [A]	China	Guangdong Yuedian Group Co., Ltd	H	Nanpeng	170	- /13	- /14	- /15	- /16	99	300		210
Xinchanghe	China			Xinchanghe	14	- /14	- /14	- /15	- /16	57	145
Jubinha I	Brazil	Itamarati Norte S.A.	H	Jubinha	480	- /15	- /15	- /15	- /15	21	1540
Juba IV	Brazil	Itamarati Norte S.A.	H	Juba	7	- /15	- /15	- /15	- /15	26	570
Apporo [H-F]	Japan	Hokkaido Prefecture	F I W	Atsuma	106	10/14	06/15	06/16	03/18	47	516	354	490	0.80	(1)	0.80	(1)	0.80	(1)	250	750	80	0	(-)
Neelum-Jhelum	Pakistan	Neelum Jhelum Hydropower Company	H	Neelum	8	- /08	- /14	08/16	11/17	47	125		156									154	51	(S)
Trung Son	Vietnam	EVN (Electrictie de Vietnam)	F H	Ma	349	11/12	04/14	08/16	02/17	88	498	770	1140	V 0.35	(3') (3')*	0.65	(3')*	0.65	(12)	300	300	60 70	140 150	(N)
Yukari (Upper) Kaleköy	Turkey	Kalehan Energy Üretim ve Ticaret A.S.	H	Murat	784	06/12	06/14	09/16	04/18	150	516	2224	2414	0.25	(7)	0.80	(1)			300	300	90	40	(M)
Akçakoca	Turkey	DSI - State Hydraulic Works	I W	Sarma	2	01/13	05/15	10/16	- /17	66	148	85	130	0.10	(1)	0.80	(1)	0.80	(12)	300
Ardil	Turkey	DSI - State Hydraulic Works	I	Ardil	11	03/13	05/14	12/16	02/17	54	266	108	158	V	(1)	0.80	(1)*	0.80	(12)	300	600	75	75
Kargi	Turkey	Limak Energy	H	Sakarya	50	- /11	- /15	12/16	06/17	95	270	535
Boqaata	Lebanon	Ministry of Energy and Water	W	Boqaata	6	07/12	04/15	12/16	12/21	72	222	200	255	V 0.80	(12)	0.80	(3')*	0.80	(3')*	300	300	90	0	(-)
Uludere	Turkey	DSI - State Hydraulic Works	H	Ortasu	17	- /08	- /12	- /16	- /18	77	431	800	887	0.10	(1)	0.80	(1)*			300	300	95	45	(N)
Dong Nai 5	Vietnam	Vinacomin	H	Dong Nai		- /10	- /12	- /16	- /18	72	471
Kirazlı Köprü	Turkey	DSI - State Hydraulic Works	H I	Gökırmak	66	- /99	- /13	- /16	- /17	73	280	330		0.10	(1)	0.90	(1)			300		75	50	(F)
Beyyurdu	Turkey	DSI - State Hydraulic Works	H	Bembo	8	09/08	- /13	- /16	- /17	78	176	186	209	0.10	(1)	0.80	(1)*	0.80	(12)	300	1200	100	80	(N)
Xiaorongjiang	China	Guilin Dayu Water Conservancy, Infrastructure, Construction and Investment Co. Ltd.	H	Xiaorong	163	- /10	- /13	- /16	- /17	90	255
Belo Monte	Brazil	Norte Energia S.A.	H	Xingu	5	- /11	- /13	- /16	- /20	74	680	63	2208	V		1.20		separate
Cacimba Nova	Brazil	Projeto Transposição das Águas do Rio São Francisco	I W		3	- /13	- /14	- /16	- /16	18	196	52
Lianhua	China	Xiamen Water Resources Bureau	H	Lianhuaxi	33	- /10	- /14	- /16	- /17	30	333
Hechuan	China		H	Jialingjiang	11	- /12	- /14	- /16	- /17	51
Kelebek	Turkey	DSI - State Hydraulic Works	I W	Kelebek	23	- /12	- /14	- /16	- /17	62	193	74	97	0.10	(1)	0.80	(1)*	0.80	(12)	300	300	120		(F)
Lushi	China		H	Nujiang	1288	- /12	- /14	- /16	- /18	165
Chucas	Costa Rica	ICE (Instituto Costarricense de Electricidad - Costa Rican Institute of Electricity)	H	Tárcoles	450	- /11	- /14	- /16	- /17	48	130	180	200	0.20		0.75	(3')*	0.75		300	2500	95	96	(N)
Karamürsel Tepeköy [H-F]	Turkey	DSI - State Hydraulic Works	I	Uzundere	1	- /14	- /15	- /16	- /16	19	170	240		0.10	(1)	0.70	(1)			300	300	80	48	(F)
Asana control dam	Peru			Asana		- /14	- /15	- /16	- /16	25	67			0.15		0.75		0.75
Güdül Kırkkavak	Turkey	DSI - State Hydraulic Works	I W	Ormanlik	1	- /14	- /15	- /16	10/17	49	265	114
Zongo II	DR Congo	SNEL	H			05/12	- /15	- /16	- /17	20
Siriji (also know as Murupé)	Brazil	COMPESA (Companhia Pernambucana de Saneamento )	I W	Siriji	17	- /13	- /15	- /16	- /17	20	100
Serra dos Cavalinhos I	Brazil	Serra dos Cavalinhos I Energética S.A.	H	das Antas	12	- /13	- /15	- /16	- /17	30	204
Nazilli İsabeyli	Turkey	DSI - State Hydraulic Works	I	İsabeyli Deresi	1	- /14	- /15	- /16	- /17	42	148	70
Oltu Sivridere	Turkey	DSI - State Hydraulic Works	I	Limontozu	1	- /14	- /15	- /16	- /17	46	63	269
Karareis	Turkey	DSI - State Hydraulic Works	W	Camibogazi	10	- /14	- /15	- /16	- /17	50	295	142	173	0.05	(3')	0.80	(3')*	0.80	(12)	300	300	98	52	(F)
Guanchang	China		H I W	Qiduxi	24	- /14	- /15	- /16	- /17	54	246
Yunhe	China		H	Dangjiahe	14	- /14	- /15	- /16	- /17	68	176
Haokou	China	Datang Investment Group Ltd.	H	Furong (Pangu)	90	- /14	- /15	- /16	- /17	85	211
Xiangbiling [A]	China	SPIC Guizhou Jinyuan Hydroelectirc Powerplant	H	Niulan	263	- /14	- /15	- /16	- /17	136	459
Ambarau [H-F]	DR Congo	RandGold	H	Kibali	6	11/14	05/15	- /16	- /17	21	255	33	40	0.75	(4')*	0.75	(1)*	0.75	(1)	300	300	100	0	(-)
Köroglu Kotanli 1 [A-G]	Turkey	EBD Enerji Üretim. ve Tic. A.S.	H	Kura	73	03/15	06/15	02/17	04/17	100	404	640	680	V	(3')	0.60	(3')*	0.60	(12)	300	300	85	130	(N)
Patuca 3	Honduras	ENEE (Empresa Nacional de Energia Eléctrica)	H	Patuca	208	- /12	- /16	02/17	12/20	54	160	120	160	0.20	(1)	0.75	(1)*	0.75	(12)	300	3000	107	57	(N)
Laúca	Angola	Ministry of Energy and Water/GAMEK	H	Kwanza	5482	07/12	09/14	03/17	06/18	132	1075	2646	2766	V 0.10	(1)	0.85	(1)*	0.85	(12)	300	300	90	0	(-)
Ibn Hammad	Jordan	Jordan Valley Authority, Ministry of Water and Irrigation	G W	Ibn Hammad	4	- /15	12/16	07/17	- /22	56	160	160	160	0.30	(1)	0.70	(1)*	0.70	(1)*	300	300	90 100	0 0	(-)
Enciso	Spain	Confederación Hidrográfica del Ebro, Ministerio de Agricultura Alimentación y Medio Ambiente	I W	Cidacos	47	07/08	08/14	07/17	09/18	103	376	698	765	V	(1)	0.80	(1)*	0.80	(1)*	300	300	60	140	(F)
Okshtuni	Albania	Diteko Sh.p.k	F H	Okshtuni	7	08/15	03/17	10/17	02/18	65	253	141	194	V 0.15	(12)	0.90	(12)*	0.90	(12)*	300	300	115	0	(-)
Sanru [H-F]	Japan	Ministry of Land, Infrastructure, Transport and Tourism	F N W	Sanru	50	08/14	09/15	10/17	03/19	46	350	375	500	0.80	(1)	0.80	(1)	0.80	(1)	250	750	80	0	(-)
Wanjiakouzi [A]	China	China Datang Corporation	H	Gexiang	279	- /09	- /12	- /17	- /18	168	413	760	1020									66	100	(F)
Moragahakanda	Sri Lanka	Ministry of Irrigation and Water Resources Management	I	Amban Ganga	521	01/07	- /13	- /17	07/18	65
Tamalout [H-F]	Morocco	Direction des Aménagements Hydrauliques	F I W	Ansegmir	50	10/10	- /13	- /17	- /18	61	320	380	405	0.50	(5)	0.70	(1)*	0.70	(1)*	300	300	80 70 60	0 0	(-)
Dyraaba (part of Uma Oya Project)	Sri Lanka	Ministry of Irrigation and Water Resources Management	H I	Mathatilla Oya	1	- /11	- /13	- /17	- /18	50	165	40	50	V	(1)		(1)*		(12)	300	300	95	95	(F)
Ouldjet Mellegue	Algeria	ANBT (Agence Nationale des Barrages et Transfert)	I W	Mellegue	155	10/11	- /13	- /17	- /18	51	900	245	320	V	(1)	0.80	(1)	0.80	(1)	300	300	110	0	(-)
El Bolsón	Argentina	Provincia de Catamarca	I W	Albigasta	38	- /08	- /13	- /17	- /19	64	380		279
Ouljet Es Soltane [H-F]	Morocco	Direction des Aménagements Hydrauliques	F I W	Beht	510	05/10	- /14	- /17	- /18	98	383	900	930	0.50	(1)	0.70	(1)*	0.70	(1)*	300	300	55	25	(N)
Minas San Francisco	Ecuador	Celec Ererjubones Cp	H	Jubones	14	- /12	- /14	- /17	08/18	78	209									300	300
Wunonglong	China	Huaneng Lancang River Hydropower Co. Ltd.	H	Lancang (Mekong)	272	06/10	- /15	- /17	- /18	138	247
Ouagjdit	Morocco	Direction des Aménagements Hydrauliques	I W	Asif N Talaght	1	- /13	- /15	- /17	- /18	44
Shangshui [A]	China		I W		12	- /13	- /15	- /17	- /18	58	269
Sinop	Brazil	Companhia Energetica Sinop-CES	H	Teles Pires		- /14	- /15	- /17	- /19	17
Üniversite	Turkey	DSI - State Hydraulic Works	W	Çırçıp	1	- /15	- /16	- /17	- /17	36	110	20
Incir	Turkey	Enerji S.A.	H	Buyuk Cay		- /13	- /16	- /17	- /18	150
Senhora do Porto	Brazil	PCH Senhora do Porto S.A	H	Guanhães	5	- /14	- /16	- /17	- /18	41	167
Ergani	Turkey	DSI - State Hydraulic Works	I	Golkum	15	- /14	- /16	- /17	- /18	54	229	127	161	0.10	(1)	0.80	(1)	0.80	(12)	300		90	60	(F)
Ximihe	China		H I W	Ximihe	17	- /14	- /16	- /17	- /18	88	147
Piedra Puntuda	Nicaragua	Hidroelectlea Piedra Puntuda and Energia Tropical Sostearble Cerro Frio S.A.	H	Río Mico		- /15	- /16	- /17	- /18	23				0.70 1.00	(5) (5)	0.70 1.00	(1)* (1)*	0.70	(1)*
Fendou	China	Muling Fendou Reservoir Construction office	F H I W	Mulenghe	191	- /15	- /16	- /17	- /18	46	406
Xiahushan	China		F H I W	Dashahe	196	- /15	- /16	- /17	- /18	74	296
Wugachong [A]	China		H I W	Mabie	99	- /15	- /16	- /17	- /18	108	182
Irahara	Japan	Fukuoka Prefecture	F W	Harai	29	07/14	07/15	03/18	03/19	81	295	372	419	V 0.60	(1) (1)	0.77	(1)	0.77	(1)	250	1000	84	36	(F)
Huangdeng	China	Yunnan Huaneng Lancang River Hydropower Co.,Ltd.	H I R	Lancang (Mekong)	1613	01/10	04/15	04/18	06/19	203	464	2753	3670		(3')		(3')		(12)	300	300	82 67	100 100	(F)
Nam Ngiep 1	Laos	Nam Ngiep 1 Power Company	H	Nam Ngiep	1192	09/14	04/16	04/18	08/19	167	540	2288		V	(3')		(3')*		(12)	300	2400 - 3600	80 60	120 70	(F)
Neckartal	Namibia	Ministry of Agriculture, Water and Forestry	I	Fish	857	09/13	11/15	05/18	04/19	83	520	836	1043	0.20	(3')	0.70	(3')*	0.70	(12)	300	300	65 65	120 45	(F)
Muskrat Falls North Dam	Canada	NALCOR	H	Churchill		08/15	07/17	09/18	07/19	39	450	208	243	V	(1)	0.80	(1)*	0.80	(1)	300	3000 & 1500	80	140	(F)
Sanhekou [A-G]	China			Ziwuhe	710	- /14	10/16	12/18	06/19	142	472
Xayaburi (Left bank closure section)	Laos	XPCL (Xayaburi Power Company Ltd.)	H	Mekong		03/12	01/18	12/18	10/19	40	109	82	85	V	(1)		(16)			300	300	60	100	(F)
Javeh [H-F]	Iran	Iran Water & Power Resources Development Company (IWPC)	F I	Javeh Roud	95	03/09	07/11	- /18	07/19	86	301	680	750	0.90	(3')	1.20	(3')*	1.20	(12)	300	300	94	31	(N)
Dahuaqiao	China	Huaneng Lancang River Hydropower Co. Ltd.	H	Lancang (Mekong)	262	- /10	- /13	- /18	- /19	107	232		112
Puhulpola (part of Uma Oya Project)	Sri Lanka	Ministry of Irrigation and Water Resources Management	H I	Dulgolla Oya	1	- /11	- /13	- /18	- /19	35	174	30	40	V	(1)		(1)*		(12)	300	300	95	95	(F)
Lidi	China	Huaneng Lancang River Hydropower Co. Ltd.	H	Lancang (Mekong)	75	- /10	- /14	- /18	- /19	75	346		1100
Shangcun	China		W	Shangcunxi	123	- /11	- /14	- /18	- /19	89	338
São Roque	Brazil	São Roque Energética S.A.	H	Canoas		- /12	- /14	- /18	- /19	68	151	100	583	V		0.75		0.75
Balli	Turkey	DSI - State Hydraulic Works	H	Ortasu	6	- /08	- /14	- /18	- /20	51	188	144		0.10	(1)	0.80	(1)	0.70	(3')	300	300	95	45	(N)
Kavsaktepe	Turkey	DSI - State Hydraulic Works	I	Ortasu Creek	16	09/08	- /14	- /18	- /20	76	268	518	540	0.10	(1)	0.80	(1)*	0.80	(1)	300	300	95	45	(N)
Timkit [H-F]	Morocco	Direction des Aménagements Hydrauliques	G I	Ifegh	14	- /10	- /15	- /18	- /19	56	183	124	146	0.65	(5)	0.65	(1)*	0.65	(1)*	300	300	56	24	(N)
Shoukoubao [H-F]	China				10	- /14	- /16	- /18	- /19	62
Maojiahe [A]	China	China Power Investment Corporation	H	Qingshuihe	13	- /14	- /16	- /18	- /19	75	166
Mandian	China			Mandian	12340	- /15	- /16	- /18	- /19	78	231
Mangshan	China		F H I W	Changlehe	133	- /15	- /16	- /18	- /19	101	355
Gulpur	Pakistan	WAPDA (Water and Power Development Authority) and MIRA Power Ltd. (a subsidiary of KOSEP)	H	Poonch	22	09/14	- /16	- /18	02/20	35	238
Datengxia	China	Guangxi Datengxia Gorge Water Conservancy Development Co. .Ltd.	F H N W	Xijiang	3479	- /14	- /16	- /18	07/20	80			7100
Don Sahong	Laos	Don Sahong Power Company (Mega First Corporation Berhad and Électricité du Laos)	H	Mekong	24	10/15	- /16	- /18	12/19	26	6800	566	609	0.30	(1)	0.75	(1)	0.75	(1)	300	2400	55	103	(F)
Colonia	Brazil	CERB (Companhia de Engenharia Ambienytal e Recursos Hídricos da Bahia)	W	Colonia	62	09/15	- /17	- /18	09/18	21	195	30	34
Asana [H-F]	Peru			Asana		- /16	- /17	- /18	- /18	48	214	216		0.75		0.75		0.75
Quebra Dentes	Brazil	Quevedos Energética S.A	H	Toropi	3	- /15	- /17	- /18	- /19	23	206
Jacaré	Brazil	PCH Jacaré S.A.	H	Guanhães	14	- /15	- /17	- /18	- /19	33	121
Zhuangli	China	Zhuangli reservoir construction and management office	F H I W	Shizihe	133	- /15	- /17	- /18	- /19	44	49
Cudi-Circip	Turkey	DSI - State Hydraulic Works	W	Circip	2	- /16	- /17	- /18	- /19	30	213	48	59	0.10	(1)	0.80	(1)	0.80	(12)	300	1200	98	52
Yeşilvadi (Beylerderesi)	Turkey	DSI - State Hydraulic Works	I	Beyler	5	- /16	- /17	- /18	- /19	39	249	170		V	(1)	1.00	(1)			330	330	93	62	(F)
Narli	Turkey	Aksa Energy Production Trade and Industry Co. Inc.	H	Göksu	27	- /16	- /17	- /18	- /19	47	153	49	68		(14)		(14)			300	300	65	50	(F)
Houshan	China			Gouhe	160	- /16	- /17	- /18	- /19	52
Itaocara	Brazil	Cemig Geração e Transmissão SA and Itaocara Energia Ltda	H	Paraiba do Sul	1700	01/16	- /17	- /18	- /19	50
Melen	Turkey	DSI - State Hydraulic Works	H I W	Melen	693	- /13	06/15	03/19	- /25	124	944	1871	2096	0.15	(3')	0.70	(3')*	0.70	(3')	300	300	90	60	(F)
Yamba	Japan	Ministry of Land, Infrastructure, Transport and Tourism	F H I N W	Agatsuma	108	08/14	05/17	05/19	10/19	116	291	575	911	0.15	(1)	0.80	(1)	0.08	(1)	250	1000	91	39	(F)
Bouzina	Algeria	ANBT (Agence Nationale des Barrages et Transferts)	I W		18	- /14	02/18	07/19	01/23	77	177	250	330	V	(1)	0.89	(1)*	0.89	(12)	300	300	110 77	0 33	(F)
Barra das Águas	Brazil	PCH Águas do Rio Irani Energética SPE Ltda.	H	Irani	11	- /17	04/18	07/19	- /20	34	235
Taşköprü Hasanlı	Turkey	DSI - State Hydraulic Works	I W	Ayvali	988	06/14	04/17	08/19	11/19	43	157	37	46	0.10	(1)	0.80	(1)			300		66	44	(F)
Çay	Turkey	DSI - State Hydraulic Works	I	Uludere	1	03/17	07/18	09/19	08/20	52	122	55		0.10	(1)	0.80	(1)			300		75	50
Karamürsel Ihsaniye	Turkey	DSI - State Hydraulic Works	I W	Suludere	9	03/16	07/17	09/19	10/19	69	212	130	185	0.10	(1)	0.80	(1)			300	300	75	45	(F)
Saddle Dam D (Xe-Pian Xe-Namnoy)	Laos	Xe-Pian Xe Namnoy Power Company	H	Xepian	1043	10/18	04/19	10/19	- /19	56	430	170	200	V				none		300	300			(F)
Wala Dam Raise	Jordan	Jordan Valley Authority, Ministry of Water and Irrigation	G	Wala	26	09/17	06/19	10/19	07/20	67	300	80	82	0.30	(1)	0.70	(1)*	0.70	(1)*	300	300	98	52	(N)
Biratori	Japan	Ministry of Land, Infrastructure, Transport and Tourism	F H I N W	Nukapira	46	- /73	- /87	- /19	- /21	57	600		180	V	(1)	0.78	(1)	0.78	(1)
Taquarembó	Brazil	Estado	W	Taquarembó		05/08	- /10	- /19	- /20	33	330
Shah wa Arüs	Afghanistan	Ministry of Energy and Water	F H I W	Shakardar	10	- /12	- /13	- /19	04/21	78	303	270	337	V 0.20	(1)	0.80	(1)*	0.80	(1)	300	300	105	45	(N)
Ghadrooni	Iran	Kerman Water Authority	G I W	Gharanghou	44	- /08	- /14	- /19	- /20	44	352	106	147
Shahri-koor	Iran	Sistan & Baluchestan Water Authority		Barisan (nahang)	103	- /12	- /15	- /19	- /21	60	326		330
Pingzhai	China		H I W	Sanchahe	1089	- /13	- /15	- /19	- /21	163
Los Pilares (Bicentennial)	Mexico	CNA (Comisión Nacional del Agua)	F I W	Mayo	478	02/14	- /16	- /19	08/20	73	232	600								300	300
Capulin San Pablo	Costa Rica	Hidrotárcoles	H	Tárcoles	7	- /15	- /16	- /19	- /20	49
Luojiu	China		H		346	- /15	- /17	- /19	- /20	60
Wacun	China		H	Youjiang	536	- /15	- /17	- /19	- /20	105	365
Mellègue Amont [H-F]	Tunisia	Ministère de l’Agriculture	H I	Oued Mellègue	195	- /16	- /17	- /19	- /20	68	430	500	560	0.60		0.60		0.60				90	0	(-)
Gaosheng	China	Yalong River Hydropower Development Co. Ltd.	H	Hongdu	100	- /16	- /17	- /19	- /20	121
Wudongde secondary dam	China	China Yangzi River Three Gorges Group	H	Jinsha (Yangtze)	7400	04/18	- /18	- /19	06/19	96	163	466
Germinal	Brazil	Companhia de Gestão dos Recursos Hídricos	W	Germinal	2	- /16	- /18	- /19	08/20	28	210
Macacos	Brazil	Pesqueiro Energia S/A	H	Jaguariaiva	1	- /18	- /18	- /19	- /20	16	217
Negreiros	Brazil	Ministério da Integração Nacional	W	dos Negreiros	24	- /17	- /18	- /19	- /20	37	246	56
Çetin [H-F]	Turkey	DSI - State Hydraulic Works	H	Botan	614	- /12	09/18	01/20	03/20	165	492	4741	4800	0.70	(1)	0.70	(1)*	0.70	(1)*			90	0	(-)
Yunzhen	China		F I W		96	- /16	- /19	03/20	01/21	76	173
Kafue Gorge Lower (KGL)	Zambia	Kafue Gorge Lower Power Development Co. Ltd.	H	Kafue	83	01/16	06/18	04/20	- /20	131	375	1290	1390	0.20	(3')	0.75	(3')	0.75	(12)	300	300	60	112	(F)
Zungeru	Nigeria	Federal Ministry of Power, Nigeria	F H	Kaduna	11400	09/13	01/18	08/20	10/21	101	1090	1920	2400	V	(3')	0.75	(3')*	0.75	(12)	300	300	59 69 94	76 69 76	(F)
Arenal I-II [A-G]	Honduras	Energias Limpias del Yaguala SA de CV	H	Yaguala	72	01/18	04/19	11/20	01/21	93	273	249	305	0.04	(3')	0.40 0.67	(3') (3')	0.40	(13)
Sidi Abdellah [H-F]	Morocco	Direction des Aménagements Hydrauliques	F I W	Ouaar	10	04/10	- /13	- /20	- /20	68	370	580	610	0.50	(1)	0.70	(1)*	0.70	(1)*	300	300	80 100	0 0	(-)
Sharab Garod	Iran	Kohgiloye-Boyerahmad Water Authority	I	Sharab Garod	1	- /12	- /14	- /20	- /22	15	75		12
Asagi (Lower) Kaleköy	Turkey	Kalehan Energy Üretim ve Ticaret A.S.	H	Murat	556	03/13	- /15	- /20	04/21	125	346	1192	1342	0.25	(7)	0.80	(3)	separate		300	300	90	40	(M)
Ballikaya	Turkey	DSI - State Hydraulic Works	W	Mudurnu	143	- /13	- /15	- /20	- /23	98	357	800		0.10 0.35	(1)	0.70	(1)			300	300	63 83	63 83
Yanagawa	Japan	Iwate Prefecture	F H W	Yana	19	12/14	- /17	- /20	03/21	77	243		213
Dereçati	Turkey	DSI - State Hydraulic Works	I	Büyükdere	2	- /16	- /18	- /20	- /21	51	174	110
Tan My	Vietnam	Ministry of Agriculture and Rural Development	H I W	Cai	219	- /16	- /18	- /20	- /21	67	603	510	640
Maojun	China			Junshui	117	- /16	- /18	- /20	- /21	76
Souapiti	Guinea	Ministry of Energy and Hydraulics	H	Konkouré	6300	- /16	- /18	- /20	- /21	116	1200		3
3 de Febrero (formerly El Chaparral) [H-F]	El Salvador	Comisión Ejecutiva Hidroeléctrica del Rio Lempa (CEL)	H	Torola		- /09	- /18	- /20	10/23	88	324	375	450	0.20	(7')	0.80	(7')	0.80	(7')	300	300	94	63	(N)
Jinjigou [H-F]	China			Shigaoqiao	11	- /19	- /19	- /20	- /20	33
Gürsöğüt 1	Turkey	Limak Energy	H	Sakarya	77	- /19	- /19	- /20	- /20	67	135	105	115
Miguillas	Brazil					- /17	- /19	- /20	- /21	35
Center Hill Auxiliary Backup Dam	USA	US Army Corps of Engineers - Nashville District	F H R W	Caney Fork	940	- /17	- /19	- /20	- /21	40	293	99	122	V	(1)	V 0.83	(1)*	0.83	(1)*	300	300	93	93	(F)
Salto Y-Y	Nicaragua		H	Bambana		- /18	- /19	- /20	- /21	20				0.70 1.00	(5) (5)	0.70 1.00	(1)* (1)*	0.70	(1)*
Bela Vista	Brazil	Bela Vista Geracao de Energia S.A.	H	Chapim	7	- /00	- /00	- /00	- /00	21	393
Meizhou PSS - Upper dam	China	China Southern Power Grid	H		41	- /18	- /19	- /20	- /21	60
Meizhou PSS - Lower dam	China	China Southern Power Grid	H		45	- /18	- /19	- /20	- /21	85
Gürsöğüt 2	Turkey	Limak Energy	H	Sakarya	10	- /19	- /19	- /20	- /21	56	275	216	230
Vizcachas	Peru	Anglo American (Quellaveco copper mine)	W			- /19	- /20	- /20	- /21	40				V 0.10	(2)	0.80	(1)	0.80	(12)
Nam Kong 3	Laos	Chaleun Sekong Energy Co Ltd (CSE)	H	Nam Kong	471	11/17	03/19	02/21	11/21	65	500	347	400	V	(3')	0.75	(3')*	0.75	(12)	300	3000	75	113	(F)
Dagu	China	China Huadian Group Co. Ltd.	H	Yaluzangbu (Brahmaputra)	55	- /16	03/19	04/21	- /23	118	385	937	1442									93 60	93 100
Busanga [A]	DR Congo	Sicomines	H	Lualaba		11/17	- /19	07/21	11/21	142		620	770
Dong Mit	Vietnam		H	Song An Lao	90	02/19	07/19	08/21	06/22	68	378	353	456
Hatta PSS-Saddle dam	UAE	DEWA	H			12/19	03/21	09/21	- /24	38	184	41	45		(7)		(7)		(7)*	300	300	65	120	(F)
Agdez	Morocco	Direction des Aménagements Hydrauliques	F I W	Daraa	247	05/16	03/19	09/21	06/22	110	317	833	993	V	(1)	0.80	(1)*	0.80	(1)*					(N)
Site C	Canada	BC Hydro	H	Peace	2644	- /15	07/17	10/21	08/25	71	800	1740		V	(1)	0.80	(3')	0.80	(3')*	300	300	80	130	(F)
Yangjiang PSP - Upper dam	China	China Southern Power Grid Co.	H	Moyang	18	01/17	- /19	11/21	06/22	101	477		652							300	6000
Hekou [A]	China				37	- /17	- /19	12/21	- /22	83	193
Fengman (new)	China	Northeast China Electric Power	H	Songhua	10377	- /13	- /15	- /21	- /22	95	1068		2700
Kaddoussa	Morocco	Direction des Aménagements Hydrauliques	F I W	Guir	220	- /16	- /18	- /21	- /21	62	271	180	210	V	(1)	0.80	(1)*	0.80	(1)*	300	300			(N)
Xijiang [H-F]	China				472	- /16	- /18	- /21	- /22	50
Maling [A]	China		H		219	- /16	- /18	- /21	- /22	90
Tiddas	Morocco	Direction des Aménagements Hydrauliques	F I W	Bou Regreg	507	- /16	- /18	- /21	- /22	106	345	900	1	V	(5)	0.80	(1)*	0.80	(1)*	300	300
Huangzangsi	China		H	Heihe	403	- /16	08/18	- /21	- /22	123
Gümüshane Bahçecik	Turkey	DSI - State Hydraulic Works	W	Şenkale Deresi	3	06/17	11/18	- /21	- /22	67	273	148		0.10	(1)	0.80	(1)*			300	300			(N)
Cachoeira Cinco Veados	Brazil	Rincão dos Albinos Energética S.A.	H	Toropi	13	- /18	- /19	- /21	08/22	35	206
San Julian	Mexico	Peñoles	W	Fuerte		- /16	- /19	- /21	- /22	44	240									300	300
La Trong	Vietnam		H	Song Gianh		01/90	03/90	04/90	05/90	76				V	(2)	0.80	(17)	0.80	(17)					(-)
Kongzhai	China		H	Bala	3	- /17	- /19	- /21	- /22	47
Toudgha	Morocco	Direction des Aménagements Hydrauliques	F I W	Toudgha	33	11/17	- /19	- /21	- /22	68				V	(1)	0.90	(1)*	0.90	(1)*
Tuxikou [A]	China		F H	Qianhe	160	- /18	- /19	- /21	- /22	132
Davarlı	Turkey	DSI - State Hydraulic Works	I	Kara Creek	1	- /16	- /19	- /21	- /23	39	119	34
Gürün Çamlıca	Turkey	DSI - State Hydraulic Works	I	Kırkgöz Creek	1	- /17	- /19	- /21	- /23	28	142	28		0.10		0.80				300		80	32
Rio do Peixe	Brazil	CPFL Energias Renovavies S.A.	H	do Peixe		- /18	- /20	- /21	07/22	32	300
Nam Theun 1	Laos	Nam Theun 1 Power Company	H	Nam Kading, aka Nam Theun	3009	08/15	01/19	01/22	08/22	187	772	4141213	4320				(3')*			300	3000 & 9000	100 130	130 120	(F)
Grand Ethiopian Renaissance Dam (GERD)	Ethiopia	Ethiopian Electric Power (EEP)	H	Blue Nile	74000	12/10	05/13	05/22	- /24	160	1790	10100	10500	0.22	(3')	1.00	(3')*	1.00	(3')*	400	400	67 to 105	23 to 35	(N)
Kabagawa	Japan	Kagawa Prefecture	F W	Kaba	11	10/14	11/16	05/22	09/24	89	266	242	448	V 0.40	(1) (1)	0.77	(1)	0.77	(1)	250	1000	91	39	(F)
Tayabasan weir [H-F]	Philippines	Wawa JV Co. Inc. (Prime Infrastructure Capital Inc and San Lorenzo Ruiz Builders and Developers Group)	H I W	Tayabasan	1	- /20	- /21	05/22	07/22	24	114	30		0.40	(4')	0.40 0.92	(3')	0.92	(1)*	300	300	90	120	(F)
Kahir [H-F]	Iran	Sistan & Balouchestan Water Authority	I W	Kahir	314	11/10	- /14	07/22	08/25	55	383	550	730	0.80	(12)	0.80	(12)	0.80	(12)
Hatta PSS-Upper dam	UAE	DEWA	H			12/19	11/21	08/22	- /24	72	222	170	180		(7)		(7)	none		300	300	65	120	(F)
Huanglinxia	China		H W	Hanshui	221	10/18	- /20	11/22	07/23	70	349
Fask	Morocco	Direction des Aménagements Hydrauliques	F I W	Assayad	79	07/17	01/19	12/22	07/23	77	830	1400		0.10	(1)	0.80	(1)	0.80	(1)	300	300			(N)
Julius Nyerere (formerly Rufiji)	Tanzania	TANESCO (Tanzania Electric Supply Company Ltd.)	H	Rufiji	3680	12/18	10/20	- /22	12/23	134	1025	1420	1940	0.20	(3')	0.75	(3')*	0.75	(12)			93	62	(F)
Fuzikou	China	Guilin Dayu Water Infrastructure Development Investment Co. Ltd.	F H	Lijiang	188	11/11	- /13	- /22	- /23	77	239		304
Chame Shir [A-G]	Iran	Iran Water & Power Resources Development Company (IWPC)	F H I W	Zohreh	2300	- /11	- /16	- /22	07/23	151	680	1100	1200	V		0.70				300	300	160	0	(-)
Dahe [A]	China				44	- /15	- /17	- /22	- /23	105
Kapiçay	Turkey	DSI - State Hydraulic Works	H I	Basgöz	5	- /14	- /18	- /22	- /24	50	136	126		V	(1)	0.80	(1)			300		84	56
Tuoba	China	Huaneng Lancang River Hydropower Co. Ltd.	H	Langcang (Mekong)	1338	- /15	- /18	- /22	- /24	158	508		3600
Baghan	Iran	Boushehr Water Authority	F I W	Baghan	32	- /14	- /18	- /22	- /25	58	311		220
Xiakoutang [A]	China	Lichuan City Yujiang Valley Hudropower Ltd. Hubei Province	F H	Yu	55	- /17	- /19	- /22	- /22	70
Yuwanghe	China	Guizhou Shuicheng Water-investment Co. Ltd.	I W	Yuwanghe	11	09/16	- /19	- /22	11/23	50	157	106
Luoyuanhuokou	China		H	Ao	297	- /17	- /19	- /22	- /23	91
Tingzikou	China	Jialing River Tingzikou Water Resources and Hydropower Development Co. Ltd.	F H I N W	Jialing	4067	11/09	- /19	- /22	- /25	116	995
Gomaspan (formerly Bastora)	Iraq	Ministry of Agriculture and Water Resources in Kurdistan	I W	Bastora	215	- /13	03/19	- /22	10/24	85	577	1160	1223	V		0.80		0.80
Houay LaNge	Laos	Houay LaNge Power Co. Ltd. (JV of China-based Hebei Construction and Investment Group Co., Ltd (HCIG) and CS Energy (Laos))	H	Houaylange	14	02/18	- /20	- /22	05/23	59	174			V	(3')		(3')*		(12)
Ulus Eldeş	Turkey	DSI - State Hydraulic Works	I W	Karakuz Creek	1	- /16	- /20	- /22	- /23	46	125	38		V 0.10	(1) (1)	0.80	(1)*			300		83	68	(F)
Wangjiazhou	China			Tuoxi	21	- /16	- /20	- /22	- /23	62	310
Haciömer	Turkey	DSI - State Hydraulic Works	I	Say	4	- /18	- /20	- /22	- /23	50	173	94		V	(1)	0.80	(1)
Çalıcaalan	Turkey	DSI - State Hydraulic Works	I	Gök Creek	1	- /15	- /20	- /22	- /24	33	195	50
Uluhan	Turkey	DSI - State Hydraulic Works	I	Gök Creek	1	- /17	- /20	- /22	- /24	31	228	30
Kızlaryolu	Turkey	DSI - State Hydraulic Works	H I	Devrez	115	- /17	- /20	- /22	- /23	92	261	447
Sorkun [H-F]	Turkey	DSI - State Hydraulic Works	I	Dokuzsele Creek	1	07/17	- /20	- /22	- /24	24	160	42
Guangshan	China	Large and medium sized Irrigation District Service Center of Qiannan Prefecture	I W	Qingshui	1	04/20	- /21	- /22	- /22	32	198			V	(1)	V 1.00	(1) (17)	none						(F)
Singrobo-Ahouaty	Ivory Coast	Ivoirian Hydro Energy	H	Bandama	105	10/19	- /21	- /22	03/23	24
Babus	Turkey	DSI - State Hydraulic Works	I	Fındıklı Creek	1	06/18	- /21	- /22	09/23	35	229	48		V	(1)	0.80	(1)*
Nam Ngum 4	Laos	EDL (Electricite du Laos)	H	Nam Ngum	110	02/18	03/19	01/23	- /24	74	252	230					(3')*					82	100
Lom Pangar	Cameroon	EDC (Electricity Development Corporation)	F H	Lom	6000	- /19	02/21	03/23	09/24	46	185	175	290	V	(1)	0.85	(1)	0.85	(12)	300	300	100	100	(F)
Priest Rapids Right Embankment	USA	Grant County Public Utility District	H	Columbia		10/21	04/22	03/23	10/23	17	564	386		V	(3')	V 0.75	(3') (17)	none		300	300 -	87	137	(F)
Nam Sum 3	Laos	Nam Sam 3 Power Co. Ltd. (part of Phongsubthavy Group)	H	Nam Xam	435	10/19	07/21	04/23	12/23	122	321	907	987	V	(3')		(3')*					60	140	(F)
El Tornillito	Honduras	Hidrovolcan	H	Ulua	242	- /17	- /21	05/23	10/24	83	440
Bursa Uludag	Turkey	DSI - State Hydraulic Works	F W	Kirkpinarlar	1	10/21	01/22	08/23	10/23	28	168		60
Hirase	Japan		F H W	Nishiki	30	- /10	- /16	- /23	- /24	73	300		340
Yozgat (Akdagmadeni) Bahçecik	Turkey	DSI - State Hydraulic Works	I	Gökdelen	33	- /15	- /18	- /23	- /24	70	494	614		V	(1)	0.80	(1)			300		84	56	(F)
Göle Durançam	Turkey	DSI - State Hydraulic Works	I	Kür Çayı	37	- /16	- /19	- /23	- /24	22	107	22		V		0.70
Akçali 2	Turkey	DSI - State Hydraulic Works	I	Sagin	1	- /16	- /19	- /23	- /24	40	148		72	0.10	(1)	0.70	(1)*	0.70	(12)	300	300	90	60	(F)
Gündüzler	Turkey	DSI - State Hydraulic Works	I	Degirmen	8	- /16	- /19	- /23	- /24	65	384	280		V	(1)	0.75	(1)			300	300	113	37	(F)
Bahçecik	Turkey		W		3	- /16	- /19	- /23	- /24	69		204
Aso Tateno	Japan		F	Shirakawa	10	- /18	- /20	- /23	02/24	87	197
Uzundere	Turkey	DSI - State Hydraulic Works	I	Uzun Creek	1	- /16	- /20	- /23	- /24	42	59	35
Aldegirmen	Turkey	DSI - State Hydraulic Works	I W	Akasya	24	- /17	- /20	- /23	- /24	59	227		189	V	(1)	0.80	(1)*	0.80	(12)	300	300	55	45	(F)
Akçakoca Altunçay	Turkey	DSI - State Hydraulic Works	I	Kilsuyu Creek	1	- /18	- /20	- /23	- /24	33	95		24
Inandik	Turkey	DSI - State Hydraulic Works	I	Inandik	31	04/18	- /20	- /23	- /24	73	343	271		0.15	(1)	0.80	(1)			300		80	80
Jalaur afterbay dam	Philippines	National Irrigation Administration (NIA)	F H I W	Jalaur		- /19	- /21	- /23	07/24	38	150
Jalaur High Dam (JRMP 2)	Philippines	National Irrigation Administration (NIA)	F H I W	Jalaur	229	- /19	- /21	- /23	07/24	109	267
Sehuencas (formerly Ivirizu)	Bolivia	ENDE Valle Hermoso S.A.	H	Ivirizu	30	- /18	- /21	- /23	- /24	125	350
Manavgat Çardak	Turkey	DSI - State Hydraulic Works	H I	Sağırın Çayı	8	- /17	- /22	- /23	- /24	44	185	540
Maiwan	China	Maiwan Water Conservancy	H I	Nandu	615	04/20	03/22	05/24	07/25	79	377
Gölecik	Turkey	DSI - State Hydraulic Works	I W	Gölecik	36	12/16	02/21	06/24	- /24	95	424		900	V	(3')	0.80	(3')*	0.80	(12)	300	300	72	48	(F)
Sidi Abbou	Morocco	Direction des Aménagements Hydrauliques	F H I W	Leben	200	03/21	01/23	06/24	- /25	71	149	207	257	V	(1)	0.90	(1)*	0.90	(1)	300	300	110	0
Naruse [H-F]	Japan	Ministry of Land, Infrastructure, Transport and Tourism	F H I W	Naruse	79	05/18	10/19	08/24	11/26	115	755	4450	4850
El Zapotillo	Mexico	CNA (Comisión Nacional del Agua)	W	Verde	910	- /09	11/11	- /24	12/24	80	271	1100	1200	V	(3')	0.83	(3)*	0.83	(3)*	300	300	60 to 80	50 to 70	(S)
Hayghar (formerly Dehroud) [H-F]	Iran	Fars Water Authority	F H I W	Firooz Abad	146	- /09	- /12	- /24	- /26	88	230	260	285	0.90	(3')	1.20	(3')*	1.20	(12)	300	300
Oiticica	Brazil	Secretaria de Meio Ambiente e dos Recursos Hídricos do Estado do Rio Grande do Norte	I W	Piranhas	556	- /13	- /15	- /24	03/25	35	989
Divaresh	Iran	Gilan Province Water Authority	I W	Kharshak	3	- /13	- /15	- /24	- /26	45	195
Asuwagawa [A-G]	Japan	Ministry of Land, Infrastructure, Transport and Tourism	F	Heko	29	07/06	- /18	- /24	- /26	96
Uchigatani	Japan		F H	Kibishima	12	- /14	- /18	- /24	- /26	84	270		328
Toga	Japan	Ministry of Land, Infrastructure, Transport and Tourism	F I N	Toga	31	- /17	- /19	- /24	- /25	112	232		570	0.10 0.60	(1) (1)	0.69	(1)	0.69	(1)
Huokou	China	Department of Water Conservancy, Fujian Province	F H W	Aojiang	297	- /17	- /21	- /24	- /25	91	338	300	663	0.10		0.76		0.76						(F)
Tianjiaotan	China		I W	Beimen	191	04/20	11/21	- /24	08/25	52	295
Quanzhou Bailai	China		F H W		544	06/20	01/22	- /24	12/25	106	596
Song Giang 1	Vietnam	Nexif Energy & Song Giang Hydropower Joint Stock Company	H I	Song Cái Nha Trong		- /19	- /22	- /24	- /25	26
Tekke Kavakli	Turkey	DSI - State Hydraulic Works	I W	Çat	2	- /19	- /22	- /24	- /25	42	325	225
Lengshuihe [H-F]	China				10	- /20	- /22	- /24	- /25	40
Mikasabonbetsu [H-F]	Japan	Ministry of Land, Infrastructure, Transport and Tourism	F	Honbetsu	9	- /85	- /22	- /24	- /26	53	160		180	0.80	(1)	0.80	(1)	0.80	(1)
Ula Çıtlık	Turkey	DSI - State Hydraulic Works	I	Büyükdere	1	- /17	- /22	- /24	- /26	29	125	30
La Libertad	Mexico	Organismo Servicios de Agua y Drenaje de Monterrey, IPD (SADM)	W	Potosi	221	- /20	04/22	- /24	- /24	47	1915	1118	1162	V	(1)	0.75	(3)			300	300			(F)
Mashkid 2	Iran	Sistan and Balouchestan Water Authority	F I W	Simish & Mashkid	115	10/17	04/22	- /24	- /25	36	1450	650	850
Uçarsu	Turkey	DSI - State Hydraulic Works	W	Uçarsu	1	- /18	- /23	- /24	- /25	30	199	50
Arraias	Brazil	CELG/Electronorte	H	Arraias		- /21	- /23	- /24	- /25	29	560
Dongyang [H-F]	China			Dongyanggou	5	05/22	- /23	- /24	- /25	67	136
Upper Wawa [H-F]	Philippines	Wawa JV Co. Inc. (Prime Infrastructure Capital Inc and San Lorenzo Ruiz Builders and Developers Group)	W	Marikina	120	06/21	01/23	- /24	- /25	87	439	1035	1043	0.60	(3')	0.80	(3')*	0.80	(3')*	300	3600	80 70	120 110	(F)
Batang Toru	Indonesia	PT. North Sumatra Hydro Energy	H	Batang Toru	18	10/21	07/23	03/25	- /26	79	137		500							300	2000
Al Khawd	Oman	Ministry of Regional Municipalities and Water Resources	F	Wadi Al Khawd	78	09/22	01/24	04/25	11/25	62	570	654	715
Daxingzhai	China		I W	Tong	113	06/22	02/24	06/25	- /26	69	288
Bouhdid	Algeria	Direction de l’Hydralique de la Wilaya de Annaba	F	Oued Bouhdid	1	- /18	- /19	07/25	- /25	30	260		60	0.10		0.90	(1)*
Agios Georgios [H-F]	Greece	Terna Energiaki	H	Kapnitsorrema	7	06/23	04/24	10/25	12/25	59	475	765	795							400	400
Gross Dam Raise [A-G]	USA	Denver Water	W	South Boulder Creek	147	04/22	04/24	11/25	12/26	144	610	568								300	300
Gatos	Brazil	SRHS (Secretaria de Recursos Hídricos e de Saneamento)	F W	Sem Nome	6	- /12	- /13	- /25	- /26	38	325
Katende	DR Congo	SNEL (Société Nationale d'Électricité)	H	Lulua		08/11	- /15	- /25	- /27	16
Tersun	Turkey	DSI - State Hydraulic Works	I	Tersun	9	- /16	- /20	- /25	- /26	51	236	205		0.05	(1)	0.80	(1)
El-Janneh [A-G]	Lebanon	EBML	H I W	Ibrahim (Abraham)	38	- /15	02/20	- /25	- /26	162	350	1450								300	300
Zimari	Turkey	DSI - State Hydraulic Works	W	Zimari	2	- /18	- /21	- /25	- /26	37	126		80
Üzengili	Turkey	DSI - State Hydraulic Works	I	Büyük Creek	1	- /18	- /21	- /25	- /26	50	157	94		0.10	(1)	0.80	(1)
Fengshan	China		H		104	- /20	- /22	- /25	- /25	90
Sariçay	Turkey	DSI - State Hydraulic Works	W	Sariçay	67	08/19	- /22	- /25	07/26	125	441	1163
Tang e Mashooreh [A]	Iran	Lorestan Water Authority	F I W	Karkheh	55	- /13	- /22	- /25	- /26	73	220
Nwamitwa	South Africa	Department of Water & Sanitation	W	Groot Letaba		- /17	- /22	- /25	- /26	44	350	170	226
Niulu	China		H I W	Niulushi	66	- /18	- /22	- /25	- /26	80	391
Gujun	China	Dazhou Major water works construction and management center	F H	Zhonhe	128	12/20	- /22	- /25	- /26	77
Leon Hurse	USA	Upper Trinity Regional Water District	W	Sulphur		00/00	00/00	00/00	00/00	32	215
Xiyin [H-F]	China			Qiuluxi	28	10/21	- /23	- /25	- /26	52	395	329	386
Shiziya	China				6	- /22	- /23	- /25	- /26	64	274
Mohammed V Dam Raise	Morocco	Ministère de l'Equipement, des Transports, de la Logistique et de l'Eau	I W	Moulouya	980	- /22	- /24	- /25	- /26	73
Beni Azimane [H-F]	Morocco	Direction des Aménagements Hydrauliques	F I W	Kert	44	01/22	10/22	01/26	10/26	70	684	800		0.50	(1)*	0.90	(1)*	0.90	(1)*	300	300	100	0
Assif Ouender	Morocco	AREP (Regional Project Execution Agency)	F I R W	Assif Ouender	15	11/23	- /25	03/26	06/26	45	300			V		0.90		0.90
Mwache	Kenya	Ministry of Water and Sanitation	I W	Mwache	136	04/22	03/25	06/26	- /26	84	526	610	620				(3')*			300	300	70	150
Panelas II	Brazil	SRHS (Secretaria de Recursos Hídricos e de Saneamento)	W	Una	17	- /16	- /17	06/26	- /27	55	311
Shafaroud	Iran	Iran Water & Power Development Company (IWPCo)	H I W	Shafaroud	52	03/12	03/20	07/24	11/25	101	300	725	740	0.10 0.50	(3')	0.80	(3')*	0.80	(12)	300	300
Kheng Grou	Morocco	Direction des Aménagements Hydrauliques	F I W	Kheng Grou	1070	04/22	01/24	08/26	- /26	79	196	550	55	0.20	(5)	1.00	(5)	1.00	(13)	300	3000
Bahoosh	Iran	Bushehr Water Company	F I	Bahoosh	9	- /12	- /18	- /26	- /28	37
Gwayi-Shangani	Zimbabwe	Zimbabwe National Water Authority (Zinwa)	H I W	Gwayi	634	09/04	- /22	- /26	- /27	72	305		300									60	140	(F)
Yunxiao PSP - Upper dam	China	China Nuclear (Guodian Zhangzhou) Energy	H		21	- /17	- /22	- /26	- /27	68
Ghiz Ghalek (formerly Dashte Palang)	Iran	Boushehr Regional Water Company	F I W	Dashte Palang	151	07/13	- /22	- /26	- /28	63	800	540	690
Guanyin	China	Guizhou Water Conservancy Investment Group Co, Ltd	H I W	Guanyinsi	121	12/21	- /23	- /26	- /27	109
TB	China		H	Lancang (Mekong)		10/21	- /23	- /26	- /27	158
Jiaoyan	China		H	Qingshui	210	12/21	- /23	- /26	- /27	96
Salipazari	Turkey	DSI - State Hydraulic Works	I W	Degimendere	16	- /17	- /24	- /26	- /27	89	396	430
Piedra Cajón	Nicaragua		H	Río Mico		- /00	- /00	- /00	- /00	49				0.70 1.00	(5) (5)	0.70 1.00	(1)* (1)*	0.70	(1)*
Heibaoshan [H-F]	China	Construction Headquarters of Heibaoshan Reservoir Project in Wanyuan City	I W	Dayan	2	- /22	- /24	- /26	- /27	60
Taghzirt	Morocco	Direction des Aménagements Hydrauliques	H I	Derna	85	- /22	- /24	- /26	- /27	95
Cheekeye Fan Debris Barrier	Canada	Matteus West and Squamish Nation	F	Cheekye		10/23	- /25	- /26	10/26	25	200	55
Manavgat Yeniköy Yerköprü	Turkey	DSI - State Hydraulic Works	I	Hamam Suyu	1	09/23	- /25	- /26	- /26	35	193		60
Lower Chatkal	Uzbekistan	JSC Uzbekgidroenergo	H	Chatkal	5	- /23	- /25	- /26	- /27	60	270
Bouljir	Morocco	AREP (Regional Project Execution Agency)	F I R W	Boujir	12	07/24	- /25	- /26	- /27	25	416			0.20		0.80		0.80
Koysha (Gibe IV)	Ethiopia	Ethiopian Electric Power (EEP)	H	Omo	6900	09/13	06/20	02/27	05/28	201	1020	7350	7725	0.10 0.35	(3')	0.70	(3')*	separate		300	1500	130	25	(N)
Söylemez	Turkey	DSI - State Hydraulic Works	H I	Aras	1295	04/22	04/24	11/27	09/28	113	270	718	750
Oued Lakhdar	Morocco	Direction des Aménagements Hydrauliques	F H I W	Lakhdar	150	- /23	- /25	- /27	- /27	110
Enchanted Forest	Saudi Arabia	Saudi Arabia's Public Investment Fund (PIF)	R		3	- /23	- /25	- /27	- /28	38	700		800
Trojena	Saudi Arabia	Saudi Arabia's Public Investment Fund (PIF)	R		3	- /23	- /25	- /27	- /28	145	475		2345
Cibeet [H-F]	Indonesia	PUPR (Public Works and Public Housing Ministry)	F H I W	Cibeet	83	09/23	- /25	- /27	- /28	47	960	371		0.90		0.90		0.90		250	750	106	0	(-)
Monti Nieddu (formerly Sa Stria)	Italy	Consorzio di Bonifica della Sardegna Meridionale	I W	Monti Nieddu	35	01/98	- /18	- /28	- /28	88	360	333	449	0.05	(1)	0.75	(1)*	0.75	(1)	300	300			(F)
Upper Yeywa (Kyaukme)	Myanmar	Department of Hydroelectric Power - Ministry of Electric Power	H	Myitnge	341	- /15	- /24	- /28	- /29	102	266	532	580	V	(3')	0.80	(3')*	0.80	(12)	300	300
Qingyukou	China		F H W	Bahe	141	04/22	- /24	- /28	- /29	71
Caculo-Cabaça	Angola	Ministry of Energy and Water	H	Kwanza	436	08/17	- /25	- /28	03/29	116	533	1075	1450	V		0.85	(12)*	0.85		300	2400	100	0
Shin Maruyama	Japan	Kansai Electric Power	F H	Kiso	131	- /22	- /25	- /28	- /30	118	341
Kala	China	Yalong River Hydropower Development Co. Ltd.	H	Yalong	234	01/24	07/25	- /28	- /29	128			2560
Taraz	Iran	Khuzestan Province Power & Water Authority	H I W	Harkesh	38	- /18	- /22	- /29	- /31	57	350		240

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Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the list below.

Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.

Bukhtarma

Full Dam Information

Details

Country: Kazakhstan

Owner: Ministry of Energy

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Irtysh

Reservoir capacity: 31 m³x10⁶

Construction Dates

Start of Project: 05/55

Start of RCC: 05/55

End of RCC: 10/61

End of Project: 12/63

Specifications

Height: 90 metres

Length: 450 metres

Volume of RCC: 587 m³x10³

Total volume: 988 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete blocks

Downstream

Slope	Type
0.80	RCC against formwork

Spillway

Slope	Type
0.80	RCC against formwork

Placement

Layers (mm)	Lifts (mm)
300	1200

Cementitious material

Cement (kg/m³)
135

Pozzolan (kg/m³)	Pozzolan Type
80	Low-lime flyash (ASTM Class F)

Nangankou

Full Dam Information

Details

Country: China

Owner: Dongqiao County

Type: Gravity

Purpose(s): Irrigation

River: Zaoshui

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/69

Start of RCC: -/69

End of RCC: -/71

End of Project: -/72

Specifications

Height: 32 metres

Length: 85 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Langshan

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): unknown

River: Dinggeniu

Reservoir capacity: 33 m³x10⁶

Construction Dates

Start of Project: -/74

Start of RCC: -/74

End of RCC: -/78

End of Project: -/79

Specifications

Height: 41 metres

Length: 173 metres

Volume of RCC: -

Total volume: 36 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Shimajigawa

Full Dam Information

Details

Country: Japan

Owner: Ministry of Construction

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Shimaji

Reservoir capacity: 21 m³x10⁶

Construction Dates

Start of Project: 09/76

Start of RCC: 09/76

End of RCC: 04/80

End of Project: 03/81

Specifications

Height: 89 metres

Length: 240 metres

Volume of RCC: 165 m³x10³

Total volume: 317 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.30	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
150 to	500
200	700

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
36	Low-lime flyash (ASTM Class F)

Liangsanping

Full Dam Information

Details

Country: China

Owner: Sixian Water Resources Bureau

Type: Thin Arch

Purpose(s): Hydropower

River: Leishui

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/79

Start of RCC: -/79

End of RCC: -/81

End of Project: -/82

Specifications

Height: 35 metres

Length: 33 metres

Volume of RCC: 3 m³x10³

Total volume: 3 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Willow Creek

Full Dam Information

Details

Country: USA

Owner: US Army Corps of Engineers

Type: Gravity

Purpose(s): Flood Control / Recreation

River: Willow Creek

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 11/81

Start of RCC: 11/81

End of RCC: 09/82

End of Project: 04/83

Specifications

Height: 52 metres

Length: 543 metres

Volume of RCC: 331 m³x10³

Total volume: 331 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
0.80	Unformed face of RCC

Spillway

Slope	Type
0.80	Unformed face of RCC

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
47

Pozzolan (kg/m³)	Pozzolan Type
19	Low-lime flyash (ASTM Class F)

Copperfield

Full Dam Information

Details

Country: Australia

Owner: Kidston Gold Mines Ltd.

Type: Gravity

Purpose(s): Water Supply

River: Copperfield

Reservoir capacity: 20 m³x10⁶

Construction Dates

Start of Project: 12/83

Start of RCC: 12/83

End of RCC: 09/84

End of Project: 09/84

Specifications

Height: 40 metres

Length: 340 metres

Volume of RCC: 140 m³x10³

Total volume: 156 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
Vertical	RCC against formwork
0.90	Unformed face of RCC

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
30	Low-lime flyash (ASTM Class F)

Middle Fork

Full Dam Information

Details

Country: USA

Owner: Exxon Company, Houston, Texas

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Middle Fork

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 05/84

Start of RCC: 05/84

End of RCC: 09/84

End of Project: 11/84

Specifications

Height: 38 metres

Length: 125 metres

Volume of RCC: 42 m³x10³

Total volume: 43 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
conduit

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
66

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Carroll E. Ecton (formerly Winchester)

Full Dam Information

Details

Country: USA

Owner: Winchester Municipal Utility

Type: Gravity

Purpose(s): Water Supply

River: Upper Howard Creek

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 06/84

Start of RCC: 06/84

End of RCC: 11/84

End of Project: 01/85

Specifications

Height: 23 metres

Length: 363 metres

Volume of RCC: 24 m³x10³

Total volume: 27 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels with geomembrane

Downstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels
1.00	Unformed face of RCC

Spillway

Slope	Type
1.00	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
104

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Carroll E. Ecton (formerly Winchester) completed

Galesville

Full Dam Information

Details

Country: USA

Owner: Douglas County

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Cow Creek

Reservoir capacity: 52 m³x10⁶

Construction Dates

Start of Project: 07/84

Start of RCC: 07/84

End of RCC: 08/85

End of Project: 10/85

Specifications

Height: 50 metres

Length: 290 metres

Volume of RCC: 161 m³x10³

Total volume: 171 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Unformed face of RCC

Spillway

Slope	Type
0.80	Unformed face of RCC

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
53

Pozzolan (kg/m³)	Pozzolan Type
51	Low-lime flyash (ASTM Class F)

Castilblanco de los Arroyos

Full Dam Information

Details

Country: Spain

Owner: Junta de Andalucia

Type: Gravity

Purpose(s): Water Supply

River: Cala

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 07/84

Start of RCC: 07/84

End of RCC: 10/85

End of Project: 12/85

Specifications

Height: 25 metres

Length: 124 metres

Volume of RCC: 14 m³x10³

Total volume: 20 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	Traditional concrete against formwork
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
450	450

Cementitious material

Cement (kg/m³)
72
61

Pozzolan (kg/m³)	Pozzolan Type
116	Low-lime flyash (ASTM Class F)
120

Kengkou

Full Dam Information

Details

Country: China

Owner: Kengkou Reservoir Management Office

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Youxi

Reservoir capacity: 27 m³x10⁶

Construction Dates

Start of Project: 11/84

Start of RCC: 11/84

End of RCC: 04/86

End of Project: 11/86

Specifications

Height: 57 metres

Length: 123 metres

Volume of RCC: 43 m³x10³

Total volume: 62 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with hot poured membrane

Downstream

Slope	Type
0.75	RCC against precast concrete blocks

Spillway

Slope	Type
0.75	Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)	Lifts (mm)
250 &	250 &
500	500

Cementitious material

Cement (kg/m³)
60
60

Pozzolan (kg/m³)	Pozzolan Type
120	Low-lime flyash (ASTM Class F)
80

Craigbourne

Full Dam Information

Details

Country: Australia

Owner: Rivers and Water Supply Commission of Tasmania

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Coal

Reservoir capacity: 13 m³x10⁶

Construction Dates

Start of Project: 01/86

Start of RCC: 01/86

End of RCC: 06/86

End of Project: 08/86

Specifications

Height: 25 metres

Length: 247 metres

Volume of RCC: 22 m³x10³

Total volume: 24 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
1.00	Unformed face of RCC

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

Pozzolan (kg/m³)	Pozzolan Type
60	Low-lime flyash (ASTM Class F)

Tamagawa

Full Dam Information

Details

Country: Japan

Owner: Ministry of Construction

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Tama

Reservoir capacity: 254 m³x10⁶

Construction Dates

Start of Project: 08/80

Start of RCC: 08/80

End of RCC: 07/86

End of Project: 12/90

Specifications

Height: 100 metres

Length: 441 metres

Volume of RCC: 772 m³x10³

Total volume: 1150 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.60	Traditional concrete against formwork

Downstream

Slope	Type
0.81	Traditional concrete against formwork

Spillway

Slope	Type
0.81	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
150 -	750
200	1000

Cementitious material

Cement (kg/m³)
91

Pozzolan (kg/m³)	Pozzolan Type
39	Low-lime flyash (ASTM Class F)

Grindstone Canyon

Full Dam Information

Details

Country: USA

Owner: Village of Ruidoso

Type: Gravity

Purpose(s): Water Supply

River: Grindstone

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 09/85

Start of RCC: 09/85

End of RCC: 07/86

End of Project: 10/86

Specifications

Height: 42 metres

Length: 432 metres

Volume of RCC: 88 m³x10³

Total volume: 96 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
76

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Monksville

Full Dam Information

Details

Country: USA

Owner: North Jersey District Water Supply Commission and Hackensack Water Company

Type: Gravity

Purpose(s): Water Supply

River: Wanaque

Reservoir capacity: 27 m³x10⁶

Construction Dates

Start of Project: 05/85

Start of RCC: 05/85

End of RCC: 08/86

End of Project: 11/86

Specifications

Height: 48 metres

Length: 670 metres

Volume of RCC: 219 m³x10³

Total volume: 232 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	Traditional concrete against formwork
0.78	Unformed face of RCC

Spillway

Slope	Type
0.78	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

De Mist Kraal

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Little Fish

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: 09/84

Start of RCC: 09/84

End of RCC: 08/86

End of Project: 10/87

Specifications

Height: 30 metres

Length: 300 metres

Volume of RCC: 35 m³x10³

Total volume: 65 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.60	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.60	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
58

Pozzolan (kg/m³)	Pozzolan Type
58	Low-lime flyash (ASTM Class F)

Saco de Nova Olinda

Full Dam Information

Details

Country: Brazil

Owner: SRH (Secretaria de RecursosHidricos)

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Gravata

Reservoir capacity: 97 m³x10⁶

Construction Dates

Start of Project: 07/85

Start of RCC: 07/85

End of RCC: 10/86

End of Project: 06/87

Specifications

Height: 56 metres

Length: 230 metres

Volume of RCC: 132 m³x10³

Total volume: 143 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
55

Pozzolan (kg/m³)	Pozzolan Type
15	Natural pozzolan (ASTM Class N)

Flag Boshielo (formerly Arabie)

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Olifants

Reservoir capacity: 104 m³x10⁶

Construction Dates

Start of Project: 09/85

Start of RCC: 09/85

End of RCC: 11/86

End of Project: 07/87

Specifications

Height: 36 metres

Length: 455 metres

Volume of RCC: 101 m³x10³

Total volume: 142 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.50	Traditional concrete against formwork [stepped face]
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
36

Pozzolan (kg/m³)	Pozzolan Type
74	Ground-granulated blast-furnace slag

Flag Boshielo (formerly Arabie) completed

Zaaihoek

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Gravity

Purpose(s): Water Supply

River: Slang

Reservoir capacity: 190 m³x10⁶

Construction Dates

Start of Project: 05/85

Start of RCC: 05/85

End of RCC: 03/87

End of Project: 09/88

Specifications

Height: 47 metres

Length: 527 metres

Volume of RCC: 97 m³x10³

Total volume: 134 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	Traditional concrete against formwork [stepped face]
0.62

Spillway

Slope	Type
0.62	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
36

Pozzolan (kg/m³)	Pozzolan Type
84	Ground-granulated blast-furnace slag

La Manzanilla

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Flood Control

River: Ibarrilla

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 11/86

Start of RCC: 11/86

End of RCC: 05/87

End of Project: 07/87

Specifications

Height: 36 metres

Length: 150 metres

Volume of RCC: 20 m³x10³

Total volume: 30 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels
0.15	Traditional concrete against precast concrete panels

Downstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels
0.80	Unformed face of RCC

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
135

Pozzolan (kg/m³)	Pozzolan Type
135	Low-lime flyash (ASTM Class F)

Lower Chase Creek

Full Dam Information

Details

Country: USA

Owner: Phelps Dodge Morenci Inc & Sumitomo Metal Mining

Type: Gravity

Purpose(s): Flood Control

River: Lower Chase Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 03/87

Start of RCC: 03/87

End of RCC: 06/87

End of Project: 07/87

Specifications

Height: 27 metres

Length: 122 metres

Volume of RCC: 14 m³x10³

Total volume: 22 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

Pozzolan (kg/m³)	Pozzolan Type
40	Low-lime flyash (ASTM Class F)

Upper Stillwater

Full Dam Information

Details

Country: USA

Owner: Central Utah Water Conservancy District

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Rock Creek

Reservoir capacity: 37 m³x10⁶

Construction Dates

Start of Project: 12/83

Start of RCC: 12/83

End of RCC: 08/87

End of Project: 12/87

Specifications

Height: 91 metres

Length: 815 metres

Volume of RCC: 1125 m³x10³

Total volume: 1281 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Slip-formed/extruded facing elements

Downstream

Slope	Type
0.32	Slip-formed/extruded facing elements
0.60	Slip-formed/extruded facing elements

Spillway

Slope	Type
0.32	Slip-formed/extruded facing elements [stepped face]
0.60	Slip-formed/extruded facing elements [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
79

Pozzolan (kg/m³)	Pozzolan Type
173	Low-lime flyash (ASTM Class F)

Los Morales

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Tajo

Type: Gravity

Purpose(s): Water Supply

River: Morales

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 06/86

Start of RCC: 06/86

End of RCC: 10/87

End of Project: 12/87

Specifications

Height: 28 metres

Length: 200 metres

Volume of RCC: 22 m³x10³

Total volume: 26 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300 -	300 -
400	400

Cementitious material

Cement (kg/m³)
80
74

Pozzolan (kg/m³)	Pozzolan Type
140	Low-lime flyash (ASTM Class F)
128

Les Olivettes

Full Dam Information

Details

Country: France

Owner: Département de l’Herault

Type: Gravity

Purpose(s): Flood Control

River: La Peyne

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: 08/86

Start of RCC: 08/86

End of RCC: 10/87

End of Project: 03/88

Specifications

Height: 36 metres

Length: 255 metres

Volume of RCC: 80 m³x10³

Total volume: 85 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Mechanically compacted unformed face of RCC

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
130	ROLAC (mixture of flyash and slag with or without limestone fines)

Mano

Full Dam Information

Details

Country: Japan

Owner: Fukushima Prefecture

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Mano

Reservoir capacity: 36 m³x10⁶

Construction Dates

Start of Project: 12/83

Start of RCC: 12/83

End of RCC: 01/88

End of Project: 03/90

Specifications

Height: 69 metres

Length: 239 metres

Volume of RCC: 104 m³x10³

Total volume: 219 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
180	500

Cementitious material

Cement (kg/m³)
96

Pozzolan (kg/m³)	Pozzolan Type
24	Low-lime flyash (ASTM Class F)

Ain al Koreima

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation

River: Akrech

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 06/87

Start of RCC: 06/87

End of RCC: 02/88

End of Project: 03/88

Specifications

Height: 26 metres

Length: 124 metres

Volume of RCC: 17 m³x10³

Total volume: 20 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels [stepped face]

Downstream

Slope	Type
0.20	Traditional concrete against precast concrete panels
0.75	Unformed face of RCC

Spillway

Slope	Type
0.60	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
350	350

Cementitious material

Cement (kg/m³)
70
140

Pozzolan (kg/m³)	Pozzolan Type
30	Ground-granulated blast-furnace slag
60

Shiramizugawa

Full Dam Information

Details

Country: Japan

Owner: Yamagata Prefecture

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Shiromizu

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 10/84

Start of RCC: 10/84

End of RCC: 06/88

End of Project: 04/90

Specifications

Height: 55 metres

Length: 367 metres

Volume of RCC: 142 m³x10³

Total volume: 314 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
150 -	500
200

Cementitious material

Cement (kg/m³)
96

Pozzolan (kg/m³)	Pozzolan Type
24	Low-lime flyash (ASTM Class F)

Santa Eugenia

Full Dam Information

Details

Country: Spain

Owner: Sociedad Española de Carburos Metálicos S.A.

Type: Gravity

Purpose(s): Hydropower

River: Xallas

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 01/87

Start of RCC: 01/87

End of RCC: 06/88

End of Project: 10/88

Specifications

Height: 84 metres

Length: 290 metres

Volume of RCC: 225 m³x10³

Total volume: 254 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]
0.35	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
88
72

Pozzolan (kg/m³)	Pozzolan Type
152	Low-lime flyash (ASTM Class F)
145

Asahi Ogawa

Full Dam Information

Details

Country: Japan

Owner: Toyama Prefecture

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Ogawa

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 03/83

Start of RCC: 03/83

End of RCC: 06/88

End of Project: 06/90

Specifications

Height: 84 metres

Length: 260 metres

Volume of RCC: 268 m³x10³

Total volume: 361 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.90	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
180	500

Cementitious material

Cement (kg/m³)
96

Pozzolan (kg/m³)	Pozzolan Type
24	Low-lime flyash (ASTM Class F)

Stagecoach

Full Dam Information

Details

Country: USA

Owner: Upper Yampa Water Conservancy District, Steamboat Springs, Colorado

Type: Gravity

Purpose(s): Hydropower / Irrigation / Recreation / Water Supply

River: Yampa

Reservoir capacity: 42 m³x10⁶

Construction Dates

Start of Project: 08/87

Start of RCC: 08/87

End of RCC: 07/88

End of Project: 11/88

Specifications

Height: 46 metres

Length: 116 metres

Volume of RCC: 34 m³x10³

Total volume: 39 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
71

Pozzolan (kg/m³)	Pozzolan Type
71	Low-lime flyash (ASTM Class F)

Vadeni

Full Dam Information

Details

Country: Romania

Owner: Romanian Electricity Authority (RENAL) - Tirgu Jiu Branch

Type: Gravity

Purpose(s): Hydropower

River: Jiu

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 03/86

Start of RCC: 03/86

End of RCC: 10/88

End of Project: 10/92

Specifications

Height: 25 metres

Length: 55 metres

Volume of RCC: 14 m³x10³

Total volume: 17 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type
ogee	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	900

Cementitious material

Cement (kg/m³)
125

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Rouidat Amont (formerly Rwedat)

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Rouidat

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 05/87

Start of RCC: 05/87

End of RCC: 10/88

End of Project: 12/88

Specifications

Height: 24 metres

Length: 125 metres

Volume of RCC: 25 m³x10³

Total volume: 27 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.40	RCC against precast concrete panels [stepped face]

Downstream

Slope	Type
0.40	RCC against precast concrete panels [stepped face]

Spillway

Slope	Type
0.40	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
15	Natural pozzolan (ASTM Class N)

Nunome

Full Dam Information

Details

Country: Japan

Owner: Water Resources Development Public Corporation

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Nunome

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 05/86

Start of RCC: 05/86

End of RCC: 10/88

End of Project: 12/89

Specifications

Height: 72 metres

Length: 322 metres

Volume of RCC: 110 m³x10³

Total volume: 330 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.40	Traditional concrete against formwork

Downstream

Slope	Type
0.76	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
78

Pozzolan (kg/m³)	Pozzolan Type
42	Low-lime flyash (ASTM Class F)

Knellpoort

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Arch-Gravity

Purpose(s): Water Supply

River: Rietspruit

Reservoir capacity: 137 m³x10⁶

Construction Dates

Start of Project: 04/88

Start of RCC: 04/88

End of RCC: 11/88

End of Project: 09/89

Specifications

Height: 50 metres

Length: 200 metres

Volume of RCC: 45 m³x10³

Total volume: 59 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.60	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.60	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
61

Pozzolan (kg/m³)	Pozzolan Type
142	Low-lime flyash (ASTM Class F)

Los Canchales

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Guadiana

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Lácara

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: 05/88

Start of RCC: 05/88

End of RCC: 11/88

End of Project: 01/89

Specifications

Height: 32 metres

Length: 240 metres

Volume of RCC: 25 m³x10³

Total volume: 54 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
0.50	RCC against formwork [stepped face]
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.50	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
84
70

Pozzolan (kg/m³)	Pozzolan Type
156	Low-lime flyash (ASTM Class F)
145

Gantangping

Full Dam Information

Details

Country: China

Owner: Hydropower Bureau, Lanshan County

Type: Gravity

Purpose(s): Hydropower

River: Yonghe

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: -/84

Start of RCC: -/84

End of RCC: -/88

End of Project: -/90

Specifications

Height: 52 metres

Length: 180 metres

Volume of RCC: -

Total volume: 220 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Yuxi

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Water Supply

River: Yuxi

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/85

Start of RCC: -/85

End of RCC: -/88

End of Project: -/89

Specifications

Height: 38 metres

Length: 102 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Urugua-i

Full Dam Information

Details

Country: Argentina

Owner: Electriciad Misiones S.A.

Type: Gravity

Purpose(s): Hydropower

River: Urugua-i

Reservoir capacity: 1175 m³x10⁶

Construction Dates

Start of Project: 10/85

Start of RCC: 10/85

End of RCC: 04/89

End of Project: -/89

Specifications

Height: 77 metres

Length: 687 metres

Volume of RCC: 590 m³x10³

Total volume: 626 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels with geomembrane

Downstream

Slope	Type
0.80	Unformed face of RCC

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

S.W. Freese (formerly Stacy - spillway)

Full Dam Information

Details

Country: USA

Owner: Colorado River Municipal Water District

Type: Gravity

Purpose(s): Water Supply

River: Colorado

Reservoir capacity: 700 m³x10⁶

Construction Dates

Start of Project: 05/87

Start of RCC: 05/87

End of RCC: 04/89

End of Project: 01/90

Specifications

Height: 31 metres

Length: 173 metres

Volume of RCC: 89 m³x10³

Total volume: 158 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced concrete cast against precast units or slip-formed facing elements

Downstream

Slope	Type
0.831	Unformed face of RCC

Spillway

Slope	Type
ogee	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
125

Pozzolan (kg/m³)	Pozzolan Type
62	High-lime flyash (ASTM Class C)

S.W. Freese (formerly Stacy - spillway) completed

Tirgu Jiu

Full Dam Information

Details

Country: Romania

Owner: Romanian Electricity Authority (RENAL) - Tirgu Jiu Branch

Type: Gravity

Purpose(s): Hydropower

River: Jiu

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 08/86

Start of RCC: 08/86

End of RCC: 05/89

End of Project: 12/93

Specifications

Height: 24 metres

Length: 61 metres

Volume of RCC: 13 m³x10³

Total volume: 26 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type
ogee	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	900

Cementitious material

Cement (kg/m³)
125

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Spitskop

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Gravity

Purpose(s): Irrigation

River: Harts

Reservoir capacity: 61 m³x10⁶

Construction Dates

Start of Project: 05/88

Start of RCC: 05/88

End of RCC: 06/89

End of Project: 11/89

Specifications

Height: 15 metres

Length: 100 metres

Volume of RCC: 17 m³x10³

Total volume: 36 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
	RCC supported by fill shoulders

Downstream

Slope	Type
0.70	RCC supported by fill shoulders

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
91

Pozzolan (kg/m³)	Pozzolan Type
92	Low-lime flyash (ASTM Class F)

Rongdi

Full Dam Information

Details

Country: China

Owner: Department of Water Resources & Hydropower, Guangxi Zhuang Autonomous Region

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Dulanghe

Reservoir capacity: 19 m³x10⁶

Construction Dates

Start of Project: 04/88

Start of RCC: 04/88

End of RCC: 07/89

End of Project: 06/91

Specifications

Height: 53 metres

Length: 136 metres

Volume of RCC: 61 m³x10³

Total volume: 108 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
0.75	RCC against precast concrete blocks

Spillway

Slope	Type
0.65	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90
69

Pozzolan (kg/m³)	Pozzolan Type
140	Low-lime flyash (ASTM Class F)
111

Wright’s Retarding Basin

Full Dam Information

Details

Country: Australia

Owner: Australian Capital Territory Government

Type: Gravity

Purpose(s): Flood Control

River: Point Hut Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 08/89

End of Project: 10/89

Specifications

Height: 18 metres

Length: 86 metres

Volume of RCC: 9 m³x10³

Total volume: 9 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
1.00	Mechanically compacted unformed face of RCC

Spillway

Slope	Type
1.00	Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
145

Pozzolan (kg/m³)	Pozzolan Type
73	Low-lime flyash (ASTM Class F)

Longmentan Nº1

Full Dam Information

Details

Country: China

Owner: Dehua County, Fujian Province

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Chanxi

Reservoir capacity: 53 m³x10⁶

Construction Dates

Start of Project: 12/85

Start of RCC: 12/85

End of RCC: 08/89

End of Project: 09/89

Specifications

Height: 58 metres

Length: 150 metres

Volume of RCC: 71 m³x10³

Total volume: 93 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast after RCC placement
0.30	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
0.75	RCC against precast concrete blocks

Spillway

Slope	Type
0.75	Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
72
54

Pozzolan (kg/m³)	Pozzolan Type
82	Low-lime flyash (ASTM Class F)
86

Wolwedans

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Arch-Gravity

Purpose(s): Water Supply

River: Great Brak

Reservoir capacity: 24 m³x10⁶

Construction Dates

Start of Project: 11/87

Start of RCC: 11/87

End of RCC: 10/89

End of Project: 11/90

Specifications

Height: 70 metres

Length: 268 metres

Volume of RCC: 180 m³x10³

Total volume: 210 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.50	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.50	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
58

Pozzolan (kg/m³)	Pozzolan Type
136	Low-lime flyash (ASTM Class F)

Tongjiezi (with Niurixigou saddle dam)

Full Dam Information

Details

Country: China

Owner: Guodian Dadu River Basin Hydropower Development Co.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Navigation

River: Dadu

Reservoir capacity: 200 m³x10⁶

Construction Dates

Start of Project: 01/85

Start of RCC: 01/85

End of RCC: 12/89

End of Project: 10/94

Specifications

Height: 88 metres

Length: 1029 metres

Volume of RCC: 407 m³x10³

Total volume: 855 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against precast concrete blocks

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300 -	300 -
500	500

Cementitious material

Cement (kg/m³)
79
82

Pozzolan (kg/m³)	Pozzolan Type
79	Low-lime flyash (ASTM Class F)
83

Tongjiezi (with Niurixigou saddle dam) completed

Tashkumyr

Full Dam Information

Details

Country: Kyrgyzstan

Owner: Ministry of Power Industry

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Naryn

Reservoir capacity: 140 m³x10⁶

Construction Dates

Start of Project: -/82

Start of RCC: -/82

End of RCC: 12/89

End of Project: 12/90

Specifications

Height: 75 metres

Length: 320 metres

Volume of RCC: 100 m³x10³

Total volume: 1300 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
30	Natural pozzolan (ASTM Class N)

Shangban

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Wenchuanxi

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: -/87

Start of RCC: -/87

End of RCC: -/89

End of Project: -/89

Specifications

Height: 47 metres

Length: 122 metres

Volume of RCC: -

Total volume: 74 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Pirika

Full Dam Information

Details

Country: Japan

Owner: Hokkaido Development Bureau

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Shirobeshit-oshibetsu

Reservoir capacity: 18 m³x10⁶

Construction Dates

Start of Project: 10/82

Start of RCC: 10/82

End of RCC: -/89

End of Project: 10/91

Specifications

Height: 40 metres

Length: 755 metres

Volume of RCC: 163 m³x10³

Total volume: 360 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.80	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
36	Low-lime flyash (ASTM Class F)

Dodairagawa

Full Dam Information

Details

Country: Japan

Owner: Gunma Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Kabura

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 03/86

Start of RCC: 03/86

End of RCC: 01/90

End of Project: 03/92

Specifications

Height: 70 metres

Length: 300 metres

Volume of RCC: 167 m³x10³

Total volume: 350 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.40	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
180	500

Cementitious material

Cement (kg/m³)
96

Pozzolan (kg/m³)	Pozzolan Type
24	Low-lime flyash (ASTM Class F)

Quail Creek South

Full Dam Information

Details

Country: USA

Owner: Washington County Water Conservancy District

Type: Gravity

Purpose(s): Water Supply

River: Quail Creek

Reservoir capacity: 50 m³x10⁶

Construction Dates

Start of Project: 02/90

Start of RCC: 02/90

End of RCC: 05/90

End of Project: 08/90

Specifications

Height: 42 metres

Length: 610 metres

Volume of RCC: 130 m³x10³

Total volume: 150 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	Traditional concrete against formwork
0.85	Unformed face of RCC

Spillway

Slope	Type
conduit

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
53	Low-lime flyash (ASTM Class F)

Tianshenqiao Nº2

Full Dam Information

Details

Country: China

Owner: China Southern Power Grid

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Nanpan

Reservoir capacity: 116 m³x10⁶

Construction Dates

Start of Project: 01/84

Start of RCC: 01/84

End of RCC: 06/90

End of Project: 12/92

Specifications

Height: 61 metres

Length: 471 metres

Volume of RCC: 143 m³x10³

Total volume: 284 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	RCC against precast concrete blocks
0.40

Spillway

Slope	Type
ogee	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
79

Pozzolan (kg/m³)	Pozzolan Type
79	Low-lime flyash (ASTM Class F)

Concepción

Full Dam Information

Details

Country: Honduras

Owner: Servicio Autonomo Nacional Acueductos y Acantarillados (SANAA)

Type: Gravity

Purpose(s): Water Supply

River: San Jose

Reservoir capacity: 35 m³x10⁶

Construction Dates

Start of Project: 12/88

Start of RCC: 12/88

End of RCC: 06/90

End of Project: 08/90

Specifications

Height: 68 metres

Length: 694 metres

Volume of RCC: 270 m³x10³

Total volume: 290 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.075	Traditional concrete against formwork with external geomembrane

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
65

Pozzolan (kg/m³)	Pozzolan Type
15	Natural pozzolan (ASTM Class N)

Wriggleswade

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Gravity

Purpose(s): Water Supply

River: Kubusie

Reservoir capacity: 94 m³x10⁶

Construction Dates

Start of Project: 07/88

Start of RCC: 07/88

End of RCC: 07/90

End of Project: 12/90

Specifications

Height: 34 metres

Length: 737 metres

Volume of RCC: 134 m³x10³

Total volume: 165 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	Traditional concrete against formwork [stepped face]
0.62

Spillway

Slope	Type
0.62	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
44

Pozzolan (kg/m³)	Pozzolan Type
66	Low-lime flyash (ASTM Class F)

Riou

Full Dam Information

Details

Country: France

Owner: Electricité de France

Type: Gravity

Purpose(s): Hydropower / Irrigation / Recreation

River: Riou

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 01/90

Start of RCC: 01/90

End of RCC: 07/90

End of Project: 03/91

Specifications

Height: 26 metres

Length: 308 metres

Volume of RCC: 41 m³x10³

Total volume: 46 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork with external geomembrane

Downstream

Slope	Type
0.60	Slip-formed/extruded facing elements [stepped face]

Spillway

Slope	Type
0.60	Slip-formed/extruded facing elements [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
120	ROLAC (mixture of flyash and slag with or without limestone fines)

Maroño

Full Dam Information

Details

Country: Spain

Owner: Diputación Foral de Alava

Type: Gravity

Purpose(s): Water Supply

River: Izoria and Idas

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 08/90

End of Project: 11/91

Specifications

Height: 53 metres

Length: 182 metres

Volume of RCC: 80 m³x10³

Total volume: 91 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
Vertical	RCC against formwork [stepped face]
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80
65

Pozzolan (kg/m³)	Pozzolan Type
160	Low-lime flyash (ASTM Class F)
170

Caraibas - CEMIG

Full Dam Information

Details

Country: Brazil

Owner: CEMIG (Companhia Energetica de Minas Gerais)

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Caraibas

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 04/90

Start of RCC: 04/90

End of RCC: 09/90

End of Project: 02/91

Specifications

Height: 26 metres

Length: 160 metres

Volume of RCC: 18 m³x10³

Total volume: 22 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

Pozzolan (kg/m³)	Pozzolan Type
20	Natural pozzolan (ASTM Class N)

Asari

Full Dam Information

Details

Country: Japan

Owner: Hokkaido Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Asari

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: 07/86

Start of RCC: 07/86

End of RCC: 09/90

End of Project: 03/93

Specifications

Height: 74 metres

Length: 390 metres

Volume of RCC: 259 m³x10³

Total volume: 517 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.30	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
180	500

Cementitious material

Cement (kg/m³)
96

Pozzolan (kg/m³)	Pozzolan Type
24	Low-lime flyash (ASTM Class F)

Aoulouz

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Groundwater Recharge / Irrigation

River: Souss

Reservoir capacity: 110 m³x10⁶

Construction Dates

Start of Project: 03/88

Start of RCC: 03/88

End of RCC: 09/90

End of Project: 11/91

Specifications

Height: 79 metres

Length: 476 metres

Volume of RCC: 680 m³x10³

Total volume: 850 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.85	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.85	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
500	500

Cementitious material

Cement (kg/m³)
84
63

Pozzolan (kg/m³)	Pozzolan Type
36	Milled sand
27

Hervás

Full Dam Information

Details

Country: Spain

Owner: Junta de Extremadura

Type: Gravity

Purpose(s): Water Supply

River: Hervás

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 09/90

End of Project: 10/90

Specifications

Height: 33 metres

Length: 210 metres

Volume of RCC: 24 m³x10³

Total volume: 43 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.15	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]
	Traditional concrete against precast concrete panels [stepped face]

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
155	Low-lime flyash (ASTM Class F)

Freeman diversion

Full Dam Information

Details

Country: USA

Owner: United Water Conservancy District

Type: Gravity

Purpose(s): Groundwater Recharge

River: Santa Clara

Reservoir capacity: -

Construction Dates

Start of Project: 03/90

Start of RCC: 03/90

End of RCC: 09/90

End of Project: -/91

Specifications

Height: 17 metres

Length: 366 metres

Volume of RCC: 101 m³x10³

Total volume: 110 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Unformed face of RCC

Spillway

Slope	Type
0.80	Unformed face of RCC

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
125

Pozzolan (kg/m³)	Pozzolan Type
83	Low-lime flyash (ASTM Class F)

Kamuro

Full Dam Information

Details

Country: Japan

Owner: Yamagata Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Kaneyama

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: 07/86

Start of RCC: 07/86

End of RCC: 10/90

End of Project: 08/93

Specifications

Height: 61 metres

Length: 257 metres

Volume of RCC: 136 m³x10³

Total volume: 307 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.60	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
150 -	500
200

Cementitious material

Cement (kg/m³)
96

Pozzolan (kg/m³)	Pozzolan Type
24	Low-lime flyash (ASTM Class F)

Glen Melville

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Gravity

Purpose(s): Water Supply

River: Ecca

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: 02/88

Start of RCC: 02/88

End of RCC: 12/90

End of Project: 04/91

Specifications

Height: 32 metres

Length: 380 metres

Volume of RCC: 66 m³x10³

Total volume: 114 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	Traditional concrete against formwork
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
330	330

Cementitious material

Cement (kg/m³)
65

Pozzolan (kg/m³)	Pozzolan Type
65	Low-lime flyash (ASTM Class F)

Thornlea

Full Dam Information

Details

Country: South Africa

Owner: Umlaas Irrigation Board

Type: Gravity

Purpose(s): Irrigation

River: Mlazi

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 06/90

Start of RCC: 06/90

End of RCC: 12/90

End of Project: 02/91

Specifications

Height: 17 metres

Length: 135 metres

Volume of RCC: 16 m³x10³

Total volume: 17 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.90	RCC against formwork [stepped face]

Spillway

Slope	Type
0.90	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
170	170

Cementitious material

Cement (kg/m³)
38

Pozzolan (kg/m³)	Pozzolan Type
87	Ground-granulated blast-furnace slag

Nickajack Auxillary Spillway

Full Dam Information

Details

Country: USA

Owner: Tennessee Valley Authority

Type: Gravity

Purpose(s): Hydropower

River: Tennessee

Reservoir capacity: 311 m³x10⁶

Construction Dates

Start of Project: 08/89

Start of RCC: 08/89

End of RCC: 02/91

End of Project: 04/92

Specifications

Height: 17 metres

Length: 427 metres

Volume of RCC: 79 m³x10³

Total volume: 79 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.25	RCC against formwork [stepped face]

Downstream

Slope	Type
0.60	RCC against formwork [stepped face]

Spillway

Slope	Type
0.60	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	600

Cementitious material

Cement (kg/m³)
85

Pozzolan (kg/m³)	Pozzolan Type
119	Low-lime flyash (ASTM Class F)

Gameleiras

Full Dam Information

Details

Country: Brazil

Owner: CODEVASF

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Gameleiras

Reservoir capacity: 145 m³x10⁶

Construction Dates

Start of Project: 07/90

Start of RCC: 07/90

End of RCC: 04/91

End of Project: 05/91

Specifications

Height: 29 metres

Length: 150 metres

Volume of RCC: 27 m³x10³

Total volume: 29 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
	[stepped face]

Spillway

Slope	Type
	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
52

Pozzolan (kg/m³)	Pozzolan Type
13	No pozzolan used

Cuchillo Negro

Full Dam Information

Details

Country: USA

Owner: City of Truth or Consequences

Type: Gravity

Purpose(s): Flood Control

River: Cuchillo Negro

Reservoir capacity: -

Construction Dates

Start of Project: 10/89

Start of RCC: 10/89

End of RCC: 05/91

End of Project: 07/91

Specifications

Height: 50 metres

Length: 186 metres

Volume of RCC: 75 m³x10³

Total volume: 82 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
0.90	Unformed face of RCC

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
77

Pozzolan (kg/m³)	Pozzolan Type
59	Low-lime flyash (ASTM Class F)

Sakaigawa

Full Dam Information

Details

Country: Japan

Owner: Toyama Prefecture

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Sakai

Reservoir capacity: 60 m³x10⁶

Construction Dates

Start of Project: 03/85

Start of RCC: 03/85

End of RCC: 07/91

End of Project: 01/93

Specifications

Height: 115 metres

Length: 298 metres

Volume of RCC: 373 m³x10³

Total volume: 713 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.80	Traditional concrete against formwork

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
180	750

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
36	Low-lime flyash (ASTM Class F)

New Victoria

Full Dam Information

Details

Country: Australia

Owner: Water Authority of Western Australia

Type: Gravity

Purpose(s): Water Supply

River: Munday Brook

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 08/90

Start of RCC: 08/90

End of RCC: 08/91

End of Project: 11/91

Specifications

Height: 52 metres

Length: 285 metres

Volume of RCC: 121 m³x10³

Total volume: 135 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Slip-formed/extruded facing elements

Downstream

Slope	Type
0.325	Slip-formed/extruded facing elements [stepped face]
0.80	Slip-formed/extruded facing elements [stepped face]

Spillway

Slope	Type
0.325	Slip-formed/extruded facing elements [stepped face]
0.80	Slip-formed/extruded facing elements [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
79

Pozzolan (kg/m³)	Pozzolan Type
160	Low-lime flyash (ASTM Class F)

Burguillos del Cerro

Full Dam Information

Details

Country: Spain

Owner: Junta de Extremadura

Type: Gravity

Purpose(s): Water Supply

River: Ribera de los Montes

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 12/90

Start of RCC: 12/90

End of RCC: 09/91

End of Project: 12/91

Specifications

Height: 24 metres

Length: 167 metres

Volume of RCC: 25 m³x10³

Total volume: 33 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Slip-formed/extruded facing elements

Downstream

Slope	Type
0.13	Slip-formed/extruded facing elements [stepped face]
0.60

Spillway

Slope	Type
0.60	Reinforced concrete cast against precast units or slip-formed facing elements [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
135	Low-lime flyash (ASTM Class F)

Victoria replacement

Full Dam Information

Details

Country: USA

Owner: Upper Peninsula Power Co., Michigan

Type: Gravity

Purpose(s): Hydropower

River: West Branch

Reservoir capacity: 13 m³x10⁶

Construction Dates

Start of Project: 04/91

Start of RCC: 04/91

End of RCC: 10/91

End of Project: 06/92

Specifications

Height: 37 metres

Length: 100 metres

Volume of RCC: 36 m³x10³

Total volume: 40 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.80	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
67

Pozzolan (kg/m³)	Pozzolan Type
67	High-lime flyash (ASTM Class C)

La Puebla de Cazalla

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Guadalquivir

Type: Gravity

Purpose(s): Irrigation

River: Corbones

Reservoir capacity: 74 m³x10⁶

Construction Dates

Start of Project: 03/88

Start of RCC: 03/88

End of RCC: 10/91

End of Project: 12/91

Specifications

Height: 71 metres

Length: 220 metres

Volume of RCC: 205 m³x10³

Total volume: 220 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork
0.20	RCC against formwork

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.80	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
130	Low-lime flyash (ASTM Class F)

Belén-Cagüela

Full Dam Information

Details

Country: Spain

Owner: Junta de Andalucia

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 03/91

Start of RCC: 03/91

End of RCC: 10/91

End of Project: 10/91

Specifications

Height: 31 metres

Length: 160 metres

Volume of RCC: 24 m³x10³

Total volume: 29 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73

Pozzolan (kg/m³)	Pozzolan Type
109	Low-lime flyash (ASTM Class F)

Choldocogagna (or Xoldokogaina)

Full Dam Information

Details

Country: France

Owner: CAPB (Communauté d'Agglomération Pays Basque)

Type: Gravity

Purpose(s): Water Supply

River: Lessarte

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 04/91

Start of RCC: 04/91

End of RCC: 10/91

End of Project: 12/91

Specifications

Height: 32 metres

Length: 132 metres

Volume of RCC: 19 m³x10³

Total volume: 23 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Mechanically compacted unformed face of RCC

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
110	ROLAC (mixture of flyash and slag with or without limestone fines)

Choldocogagna (or Xoldokogaina) completed

Belén-Gato

Full Dam Information

Details

Country: Spain

Owner: Junta de Andalucia

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 07/91

Start of RCC: 07/91

End of RCC: 11/91

End of Project: 11/91

Specifications

Height: 34 metres

Length: 158 metres

Volume of RCC: 36 m³x10³

Total volume: 41 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73

Pozzolan (kg/m³)	Pozzolan Type
109	Low-lime flyash (ASTM Class F)

Sabigawa (lower dam)

Full Dam Information

Details

Country: Japan

Owner: Tokyo Electric Power Company

Type: Gravity

Purpose(s): Hydropower

River: Kosabi

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: 10/86

Start of RCC: 10/86

End of RCC: 12/91

End of Project: 11/92

Specifications

Height: 104 metres

Length: 273 metres

Volume of RCC: 400 m³x10³

Total volume: 590 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
91

Pozzolan (kg/m³)	Pozzolan Type
39	Low-lime flyash (ASTM Class F)

Caballar I

Full Dam Information

Details

Country: Spain

Owner: Junta de Andalucia

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 09/91

Start of RCC: 09/91

End of RCC: 12/91

End of Project: 12/91

Specifications

Height: 16 metres

Length: 98 metres

Volume of RCC: 6 m³x10³

Total volume: 7 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73

Pozzolan (kg/m³)	Pozzolan Type
109	Low-lime flyash (ASTM Class F)

Amatisteros III

Full Dam Information

Details

Country: Spain

Owner: Junta de Andalucia

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/91

Start of RCC: -/91

End of RCC: 12/91

End of Project: -/92

Specifications

Height: 15 metres

Length: 75 metres

Volume of RCC: 4 m³x10³

Total volume: 5 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73

Pozzolan (kg/m³)	Pozzolan Type
109	Low-lime flyash (ASTM Class F)

Maoeryan

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): unknown

River: Shiqi

Reservoir capacity: 33 m³x10⁶

Construction Dates

Start of Project: -/68

Start of RCC: -/68

End of RCC: -/91

End of Project: -/93

Specifications

Height: 35 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Machado

Full Dam Information

Details

Country: Brazil

Owner: COMPESA (Companhia Pernambucana de Saneamento)

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Riacho do Chorão

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: -/89

Start of RCC: -/89

End of RCC: -/91

End of Project: -/92

Specifications

Height: 42 metres

Length: 360 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Belén-Flores

Full Dam Information

Details

Country: Spain

Owner: Junta de Andalucia

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 09/91

Start of RCC: 09/91

End of RCC: 01/92

End of Project: 01/92

Specifications

Height: 28 metres

Length: 87 metres

Volume of RCC: 10 m³x10³

Total volume: 12 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73

Pozzolan (kg/m³)	Pozzolan Type
109	Low-lime flyash (ASTM Class F)

Yantan

Full Dam Information

Details

Country: China

Owner: Datang Yantan Hydropower Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Hongshui

Reservoir capacity: 3350 m³x10⁶

Construction Dates

Start of Project: 03/85

Start of RCC: 03/85

End of RCC: 03/92

End of Project: 12/95

Specifications

Height: 110 metres

Length: 525 metres

Volume of RCC: 626 m³x10³

Total volume: 905 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	Traditional concrete against formwork
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
ogee	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
55

Pozzolan (kg/m³)	Pozzolan Type
104	Low-lime flyash (ASTM Class F)

Alan Henry Spillway

Full Dam Information

Details

Country: USA

Owner: Brazos River Authority

Type: Gravity

Purpose(s): Water Supply

River: Double Mountain Fork

Reservoir capacity: 140 m³x10⁶

Construction Dates

Start of Project: 03/91

Start of RCC: 03/91

End of RCC: 04/92

End of Project: -/93

Specifications

Height: 25 metres

Length: 84 metres

Volume of RCC: 22 m³x10³

Total volume: 23 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced concrete cast against precast units or slip-formed facing elements

Downstream

Slope	Type
1.10	Unformed face of RCC

Spillway

Slope	Type
ogee	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
119

Pozzolan (kg/m³)	Pozzolan Type
59	Low-lime flyash (ASTM Class F)

Capanda

Full Dam Information

Details

Country: Angola

Owner: Ministry of Energy and Oil of P. R. Angola

Type: Gravity

Purpose(s): Hydropower

River: Kwanza

Reservoir capacity: 4795 m³x10⁶

Construction Dates

Start of Project: 02/87

Start of RCC: 02/87

End of RCC: 05/92

End of Project: 12/07

Specifications

Height: 110 metres

Length: 1203 metres

Volume of RCC: 757 m³x10³

Total volume: 1154 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels with geomembrane

Downstream

Slope	Type
0.70	Slip-formed/extruded facing elements
	RCC against precast concrete blocks

Spillway

Slope	Type
0.70	Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
70

Pozzolan (kg/m³)	Pozzolan Type
100	Milled sand

Shuikou

Full Dam Information

Details

Country: China

Owner: Shuikou Hydropower Plant

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Min

Reservoir capacity: 2613 m³x10⁶

Construction Dates

Start of Project: 03/87

Start of RCC: 03/87

End of RCC: 05/92

End of Project: 05/95

Specifications

Height: 101 metres

Length: 791 metres

Volume of RCC: 600 m³x10³

Total volume: 1710 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.73	Traditional concrete against formwork

Spillway

Slope	Type
ogee	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
200 -	200 -
330	330

Cementitious material

Cement (kg/m³)
60
70

Pozzolan (kg/m³)	Pozzolan Type
110	Low-lime flyash (ASTM Class F)
90

Jim Wilson (formerly Town Wash Detention)

Full Dam Information

Details

Country: USA

Owner: Town of Mesquite, Nevada

Type: Gravity

Purpose(s): Flood Control

River: Town Wash

Reservoir capacity: -

Construction Dates

Start of Project: 01/92

Start of RCC: 01/92

End of RCC: 05/92

End of Project: 06/92

Specifications

Height: 18 metres

Length: 264 metres

Volume of RCC: 43 m³x10³

Total volume: 45 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Slip-formed/extruded facing elements

Downstream

Slope	Type
1.50	RCC against formwork

Spillway

Slope	Type
1.50	RCC against formwork [stepped face]
	Unformed face of RCC [stepped face]

Placement

Layers (mm)	Lifts (mm)
200	200

Cementitious material

Cement (kg/m³)
107

Pozzolan (kg/m³)	Pozzolan Type
71	Low-lime flyash (ASTM Class F)

Jim Wilson (formerly Town Wash Detention) completed

Urdalur

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Ebro

Type: Gravity

Purpose(s): Water Supply

River: Alzania

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 03/90

Start of RCC: 03/90

End of RCC: 07/92

End of Project: 10/92

Specifications

Height: 58 metres

Length: 396 metres

Volume of RCC: 150 m³x10³

Total volume: 240 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
72

Pozzolan (kg/m³)	Pozzolan Type
108	Low-lime flyash (ASTM Class F)

Christian E. Siegrist

Full Dam Information

Details

Country: USA

Owner: City of Lebanon Authority

Type: Gravity

Purpose(s): Water Supply

River: Mill

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: 09/91

Start of RCC: 09/91

End of RCC: 07/92

End of Project: -/93

Specifications

Height: 40 metres

Length: 213 metres

Volume of RCC: 69 m³x10³

Total volume: 70 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels with geomembrane

Downstream

Slope	Type
0.80	Unformed face of RCC

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
59

Pozzolan (kg/m³)	Pozzolan Type
34	Low-lime flyash (ASTM Class F)

Taung

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation & the former Bophuthatswana Department of Water Affairs

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Harts

Reservoir capacity: 66 m³x10⁶

Construction Dates

Start of Project: 06/90

Start of RCC: 06/90

End of RCC: 09/92

End of Project: 05/93

Specifications

Height: 50 metres

Length: 320 metres

Volume of RCC: 132 m³x10³

Total volume: 153 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	Traditional concrete against formwork
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
44

Pozzolan (kg/m³)	Pozzolan Type
66	Low-lime flyash (ASTM Class F)

Arriarán

Full Dam Information

Details

Country: Spain

Owner: Diputacion Foral de Gipuzkoa

Type: Gravity

Purpose(s): Water Supply

River: Arriarán

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 10/91

Start of RCC: 10/91

End of RCC: 09/92

End of Project: 02/94

Specifications

Height: 58 metres

Length: 206 metres

Volume of RCC: 110 m³x10³

Total volume: 113 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
0.70	RCC against formwork [stepped face]

Spillway

Slope	Type
0.70	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

Pozzolan (kg/m³)	Pozzolan Type
135	Low-lime flyash (ASTM Class F)

Zintel Canyon

Full Dam Information

Details

Country: USA

Owner: City of Kennewick, Washington

Type: Gravity

Purpose(s): Flood Control

River: Zintel

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 03/92

Start of RCC: 03/92

End of RCC: 10/92

End of Project: 12/92

Specifications

Height: 39 metres

Length: 158 metres

Volume of RCC: 54 m³x10³

Total volume: 55 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
0.85	Unformed face of RCC

Spillway

Slope	Type
0.85	Unformed face of RCC

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
74

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Kroombit

Full Dam Information

Details

Country: Australia

Owner: Water Resources Commission, Queensland

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: Kroombit Creek

Reservoir capacity: 13 m³x10⁶

Construction Dates

Start of Project: 03/92

Start of RCC: 03/92

End of RCC: 10/92

End of Project: 12/92

Specifications

Height: 26 metres

Length: 250 metres

Volume of RCC: 84 m³x10³

Total volume: 110 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
82

Pozzolan (kg/m³)	Pozzolan Type
107	Low-lime flyash (ASTM Class F)

Burton Gorge

Full Dam Information

Details

Country: Australia

Owner: North Goonyella Coal Properties

Type: Gravity

Purpose(s): Water Supply

River: Isaac

Reservoir capacity: 20 m³x10⁶

Construction Dates

Start of Project: 07/92

Start of RCC: 07/92

End of RCC: 11/92

End of Project: 12/92

Specifications

Height: 26 metres

Length: 285 metres

Volume of RCC: 64 m³x10³

Total volume: 68 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with geomembrane
1.00	Unformed face of RCC

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]
1.00	Unformed face of RCC

Spillway

Slope	Type
0.80	Reinforced concrete cast against precast units or slip-formed facing elements [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Ryumon

Full Dam Information

Details

Country: Japan

Owner: Ministry of Construction

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Sakoma

Reservoir capacity: 42 m³x10⁶

Construction Dates

Start of Project: 09/87

Start of RCC: 09/87

End of RCC: 11/92

End of Project: 03/97

Specifications

Height: 100 metres

Length: 378 metres

Volume of RCC: 521 m³x10³

Total volume: 836 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.30	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
150 -	750 -
200	1000

Cementitious material

Cement (kg/m³)
91

Pozzolan (kg/m³)	Pozzolan Type
39	Low-lime flyash (ASTM Class F)

Joumoua

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Water Supply

River: Joumoua

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: 07/89

Start of RCC: 07/89

End of RCC: 11/92

End of Project: 12/92

Specifications

Height: 57 metres

Length: 250 metres

Volume of RCC: 150 m³x10³

Total volume: 200 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
350	350

Cementitious material

Cement (kg/m³)
105
180

Pozzolan (kg/m³)	Pozzolan Type
45	No pozzolan used
0

Wan’an

Full Dam Information

Details

Country: China

Owner: China Guodian Corporation

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Navigation

River: Gan

Reservoir capacity: 2216 m³x10⁶

Construction Dates

Start of Project: 11/84

Start of RCC: 11/84

End of RCC: 12/92

End of Project: 06/94

Specifications

Height: 68 metres

Length: 1104 metres

Volume of RCC: 156 m³x10³

Total volume: 1480 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
ogee	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65

Pozzolan (kg/m³)	Pozzolan Type
105	Low-lime flyash (ASTM Class F)

Trigomil

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Ayuguila

Reservoir capacity: 324 m³x10⁶

Construction Dates

Start of Project: 12/86

Start of RCC: 12/86

End of RCC: 12/92

End of Project: 12/93

Specifications

Height: 107 metres

Length: 250 metres

Volume of RCC: 362 m³x10³

Total volume: 681 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels
0.24

Downstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels
0.80	Unformed face of RCC

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
148

Pozzolan (kg/m³)	Pozzolan Type
47	Low-lime flyash (ASTM Class F)

Guangzhou PSS- Lower dam

Full Dam Information

Details

Country: China

Owner: China Southern Power Grid

Type: Gravity

Purpose(s): Hydropower

River: Liuxihe

Reservoir capacity: 30 m³x10⁶

Construction Dates

Start of Project: 12/94

Start of RCC: 12/94

End of RCC: 12/92

End of Project: 10/00

Specifications

Height: 61 metres

Length: 153 metres

Volume of RCC: 32 m³x10³

Total volume: 57 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.70	RCC against formwork [stepped face]

Spillway

Slope	Type
ogee	Traditional concrete against formwork
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
62

Pozzolan (kg/m³)	Pozzolan Type
108	Low-lime flyash (ASTM Class F)

Guangzhou PSS- Lower dam on Google Earth

Paxton

Full Dam Information

Details

Country: South Africa

Owner: Private farmer

Type: Gravity

Purpose(s): Irrigation

River: Tsorwo

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/90

Start of RCC: -/90

End of RCC: 12/92

End of Project: -/92

Specifications

Height: 17 metres

Length: 70 metres

Volume of RCC: 3 m³x10³

Total volume: 3 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
Vertical	RCC against formwork
0.50

Spillway

Slope	Type
0.50	RCC against formwork

Placement

Layers (mm)	Lifts (mm)
150	150

Cementitious material

Cement (kg/m³)
70

Pozzolan (kg/m³)	Pozzolan Type
100	Low-lime flyash (ASTM Class F)

Guxian (GuhXiahn)

Full Dam Information

Details

Country: China

Owner: Yellow River Conservancy Commission

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Luo

Reservoir capacity: 1175 m³x10⁶

Construction Dates

Start of Project: -/78

Start of RCC: -/78

End of RCC: -/92

End of Project: -/93

Specifications

Height: 125 metres

Length: 315 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Hattabara

Full Dam Information

Details

Country: Japan

Owner: Ministry of Construction

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Ashida

Reservoir capacity: 60 m³x10⁶

Construction Dates

Start of Project: 08/88

Start of RCC: 08/88

End of RCC: -/92

End of Project: 03/98

Specifications

Height: 85 metres

Length: 325 metres

Volume of RCC: 228 m³x10³

Total volume: 500 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.20	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
150 -	750
200

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
36	Low-lime flyash (ASTM Class F)

Petit Saut

Full Dam Information

Details

Country: French Guyana

Owner: Electricité de France

Type: Gravity

Purpose(s): Hydropower

River: Sinnamary

Reservoir capacity: 3500 m³x10⁶

Construction Dates

Start of Project: 07/89

Start of RCC: 07/89

End of RCC: 02/93

End of Project: 05/94

Specifications

Height: 48 metres

Length: 740 metres

Volume of RCC: 250 m³x10³

Total volume: 410 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast before RCC placement

Downstream

Slope	Type
Vertical	RCC against precast concrete panels
0.80	Mechanically compacted unformed face of RCC

Spillway

Slope	Type
0.80	Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
120	ROLAC (mixture of flyash and slag with or without limestone fines)

Elmer Thomas - replacement

Full Dam Information

Details

Country: USA

Owner: US Fish and Wildlife Service, Department of the Interior

Type: Gravity

Purpose(s): Recreation

River: Little Medicine Creek

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 02/92

Start of RCC: 02/92

End of RCC: 02/93

End of Project: 05/93

Specifications

Height: 34 metres

Length: 128 metres

Volume of RCC: 29 m³x10³

Total volume: 34 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.64	Traditional concrete against formwork

Spillway

Slope	Type
none

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
89

Pozzolan (kg/m³)	Pozzolan Type
89	Low-lime flyash (ASTM Class F)

Jinjiang

Full Dam Information

Details

Country: China

Owner: Jinjiang Electric Co.

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Jinjianghe

Reservoir capacity: 189 m³x10⁶

Construction Dates

Start of Project: 07/90

Start of RCC: 07/90

End of RCC: 03/93

End of Project: 07/93

Specifications

Height: 68 metres

Length: 229 metres

Volume of RCC: 182 m³x10³

Total volume: 267 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.65	Traditional concrete against formwork
	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
70

Pozzolan (kg/m³)	Pozzolan Type
80	Low-lime flyash (ASTM Class F)

Marathia

Full Dam Information

Details

Country: Greece

Owner: Ministry of Agriculture

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Marathia

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 11/91

Start of RCC: 11/91

End of RCC: 04/93

End of Project: 06/93

Specifications

Height: 28 metres

Length: 265 metres

Volume of RCC: 31 m³x10³

Total volume: 48 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.50	Reinforced concrete cast against precast units or slip-formed facing elements

Downstream

Slope	Type
0.50	RCC against precast concrete blocks

Spillway

Slope	Type
0.50	Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)	Lifts (mm)
200 -	200 -
300	300

Cementitious material

Cement (kg/m³)
55

Pozzolan (kg/m³)	Pozzolan Type
15	Natural pozzolan (ASTM Class N)

Puding

Full Dam Information

Details

Country: China

Owner: Guizhou Qianyuan Power Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower / Irrigation / Water Supply

River: Sanchahe

Reservoir capacity: 377 m³x10⁶

Construction Dates

Start of Project: 03/89

Start of RCC: 03/89

End of RCC: 05/93

End of Project: 02/94

Specifications

Height: 75 metres

Length: 196 metres

Volume of RCC: 103 m³x10³

Total volume: 137 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.35	Traditional concrete against formwork

Spillway

Slope	Type
ogee	Traditional concrete against formwork
0.35	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85
54

Pozzolan (kg/m³)	Pozzolan Type
103	Low-lime flyash (ASTM Class F)
99

Imi el Kheng

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: Berhil

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: 04/92

Start of RCC: 04/92

End of RCC: 07/93

End of Project: 04/94

Specifications

Height: 39 metres

Length: 170 metres

Volume of RCC: 97 m³x10³

Total volume: 109 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100
110

Pozzolan (kg/m³)	Pozzolan Type
20	Natural pozzolan (ASTM Class N)
20

Tsugawa

Full Dam Information

Details

Country: Japan

Owner: Okayama Prefecture

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Kamo

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: 10/89

Start of RCC: 10/89

End of RCC: 07/93

End of Project: 03/94

Specifications

Height: 76 metres

Length: 228 metres

Volume of RCC: 222 m³x10³

Total volume: 342 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.60	Traditional concrete against formwork

Downstream

Slope	Type
0.76	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
96

Pozzolan (kg/m³)	Pozzolan Type
24	Low-lime flyash (ASTM Class F)

Cenza

Full Dam Information

Details

Country: Spain

Owner: Iberdrola, S.A.

Type: Gravity

Purpose(s): Hydropower

River: Cenza

Reservoir capacity: 43 m³x10⁶

Construction Dates

Start of Project: 01/92

Start of RCC: 01/92

End of RCC: 08/93

End of Project: 12/93

Specifications

Height: 49 metres

Length: 609 metres

Volume of RCC: 200 m³x10³

Total volume: 225 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
0.122	RCC against formwork [stepped face]
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

Pozzolan (kg/m³)	Pozzolan Type
130	Low-lime flyash (ASTM Class F)

Clifford D. Craig (formerly Spring Hollow)

Full Dam Information

Details

Country: USA

Owner: Western Virginia Water Authority

Type: Gravity

Purpose(s): Water Supply

River: off-stream

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: 10/92

Start of RCC: 10/92

End of RCC: 08/93

End of Project: -/94

Specifications

Height: 74 metres

Length: 302 metres

Volume of RCC: 222 m³x10³

Total volume: 223 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels with geomembrane

Downstream

Slope	Type
0.80	Unformed face of RCC

Spillway

Slope	Type
none

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
53

Pozzolan (kg/m³)	Pozzolan Type
53	Low-lime flyash (ASTM Class F)

Clifford D. Craig (formerly Spring Hollow) completed

Hudson River Nº11

Full Dam Information

Details

Country: USA

Owner: Banks County

Type: Gravity

Purpose(s): Water Supply

River: Mountain Creek

Reservoir capacity: -

Construction Dates

Start of Project: 11/92

Start of RCC: 11/92

End of RCC: 08/93

End of Project: -/93

Specifications

Height: 21 metres

Length: 168 metres

Volume of RCC: 26 m³x10³

Total volume: 28 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels with geomembrane

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
119

Pozzolan (kg/m³)	Pozzolan Type
84	Low-lime flyash (ASTM Class F)

Shuidong

Full Dam Information

Details

Country: China

Owner: Fujian Shuikou Power Generation Group

Type: Gravity

Purpose(s): Hydropower / Navigation

River: Youxi

Reservoir capacity: 108 m³x10⁶

Construction Dates

Start of Project: 04/91

Start of RCC: 04/91

End of RCC: 10/93

End of Project: 12/95

Specifications

Height: 63 metres

Length: 197 metres

Volume of RCC: 126 m³x10³

Total volume: 184 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
0.75	RCC against precast concrete blocks

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
50

Pozzolan (kg/m³)	Pozzolan Type
90	Low-lime flyash (ASTM Class F)

Sierra Brava

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Guadiana

Type: Gravity

Purpose(s): Irrigation

River: Pizarroso

Reservoir capacity: 232 m³x10⁶

Construction Dates

Start of Project: 12/90

Start of RCC: 12/90

End of RCC: 11/93

End of Project: 12/93

Specifications

Height: 54 metres

Length: 835 metres

Volume of RCC: 277 m³x10³

Total volume: 340 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	Slip-formed/extruded facing elements

Downstream

Slope	Type
0.75	Slip-formed/extruded facing elements [stepped face]

Spillway

Slope	Type
0.75	Slip-formed/extruded facing elements [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
140	Low-lime flyash (ASTM Class F)

Kodama

Full Dam Information

Details

Country: Japan

Owner: Fukushima Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Kodama

Reservoir capacity: 14 m³x10⁶

Construction Dates

Start of Project: 10/89

Start of RCC: 10/89

End of RCC: 12/93

End of Project: 03/97

Specifications

Height: 102 metres

Length: 280 metres

Volume of RCC: 358 m³x10³

Total volume: 570 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.20	Traditional concrete against formwork

Downstream

Slope	Type
0.76	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
91

Pozzolan (kg/m³)	Pozzolan Type
36	Ground-granulated blast-furnace slag

La Cantache (formerly Villaumur)

Full Dam Information

Details

Country: France

Owner: Conseil Departemental d'Ille-et-Vilaine

Type: Gravity

Purpose(s): Flood Control

River: Le Cantache

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: 07/93

Start of RCC: 07/93

End of RCC: 12/93

End of Project: 03/94

Specifications

Height: 16 metres

Length: 147 metres

Volume of RCC: 11 m³x10³

Total volume: 15 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast before RCC placement

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
90	ROLAC (mixture of flyash and slag with or without limestone fines)

La Cantache (formerly Villaumur) completed

Vinoramas

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)/Estado de Sinaloa

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: El Bledal

Reservoir capacity: 102 m³x10⁶

Construction Dates

Start of Project: 10/91

Start of RCC: 10/91

End of RCC: 12/93

End of Project: 01/94

Specifications

Height: 50 metres

Length: 807 metres

Volume of RCC: 117 m³x10³

Total volume: 184 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
100	Milled sand

Miyatoko

Full Dam Information

Details

Country: Japan

Owner: Miyagi Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Miyatoko

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 06/89

Start of RCC: 06/89

End of RCC: 12/93

End of Project: 01/97

Specifications

Height: 48 metres

Length: 256 metres

Volume of RCC: 172 m³x10³

Total volume: 280 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.60	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
180	500

Cementitious material

Cement (kg/m³)
96

Pozzolan (kg/m³)	Pozzolan Type
24	Low-lime flyash (ASTM Class F)

Daguangba

Full Dam Information

Details

Country: China

Owner: Hainan Provincial Electric Power Company (HEPCO)

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Changhua

Reservoir capacity: 1710 m³x10⁶

Construction Dates

Start of Project: 06/90

Start of RCC: 06/90

End of RCC: 12/93

End of Project: 07/95

Specifications

Height: 57 metres

Length: 719 metres

Volume of RCC: 485 m³x10³

Total volume: 860 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against precast concrete blocks
	RCC against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
55

Pozzolan (kg/m³)	Pozzolan Type
96	Low-lime flyash (ASTM Class F)

Sahla

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Sahla

Reservoir capacity: 62 m³x10⁶

Construction Dates

Start of Project: 05/92

Start of RCC: 05/92

End of RCC: 12/93

End of Project: 07/94

Specifications

Height: 55 metres

Length: 160 metres

Volume of RCC: 130 m³x10³

Total volume: 160 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.90	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85
125

Pozzolan (kg/m³)	Pozzolan Type
15	Natural pozzolan (ASTM Class N)
25

Suoshai

Full Dam Information

Details

Country: China

Owner: Guizhou Hongfeng Hydropower Plant

Type: Gravity

Purpose(s): Hydropower

River: Sancha

Reservoir capacity: 420 m³x10⁶

Construction Dates

Start of Project: -/89

Start of RCC: -/89

End of RCC: -/93

End of Project: -/94

Specifications

Height: 75 metres

Length: 196 metres

Volume of RCC: -

Total volume: 88 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Pelo Sinal

Full Dam Information

Details

Country: Brazil

Owner: SUPLAN/RN

Type: Gravity

Purpose(s): Water Supply

River: Taperobá

Reservoir capacity: 76 m³x10⁶

Construction Dates

Start of Project: 12/91

Start of RCC: 12/91

End of RCC: -/93

End of Project: -/94

Specifications

Height: 34 metres

Length: 296 metres

Volume of RCC: 69 m³x10³

Total volume: 89 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

Pozzolan (kg/m³)	Pozzolan Type
16	No pozzolan used

Sep

Full Dam Information

Details

Country: France

Owner: Syndicat Mixte pour l’Amenagement de la Haute Morge (SMAHM)

Type: Gravity

Purpose(s): Irrigation

River: Sep

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 04/93

Start of RCC: 04/93

End of RCC: 01/94

End of Project: 03/94

Specifications

Height: 46 metres

Length: 145 metres

Volume of RCC: 49 m³x10³

Total volume: 58 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast before RCC placement

Downstream

Slope	Type
0.72	Mechanically compacted unformed face of RCC

Spillway

Slope	Type
0.72	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
120	ROLAC (mixture of flyash and slag with or without limestone fines)

Pak Mun

Full Dam Information

Details

Country: Thailand

Owner: Electricity Generating Authority of Thailand (EGAT)

Type: Gravity

Purpose(s): Hydropower

River: Mun

Reservoir capacity: -

Construction Dates

Start of Project: 04/91

Start of RCC: 04/91

End of RCC: 03/94

End of Project: 06/94

Specifications

Height: 26 metres

Length: 323 metres

Volume of RCC: 48 m³x10³

Total volume: 50 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced concrete cast against precast units or slip-formed facing elements
Vertical	RCC supported by fill shoulders

Downstream

Slope	Type
Vertical	Reinforced concrete cast against precast units or slip-formed facing elements
0.80	RCC supported by fill shoulders

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
58

Pozzolan (kg/m³)	Pozzolan Type
124	Low-lime flyash (ASTM Class F)

Hinata

Full Dam Information

Details

Country: Japan

Owner: Iwate Prefecture

Type: Gravity

Purpose(s): Flood Control

River: Kasshi

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: 12/90

Start of RCC: 12/90

End of RCC: 05/94

End of Project: 03/98

Specifications

Height: 57 metres

Length: 290 metres

Volume of RCC: 113 m³x10³

Total volume: 232 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
180 -	750
250

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
36	Low-lime flyash (ASTM Class F)

Shanzi

Full Dam Information

Details

Country: China

Owner: Lianjiang Water Conservancy Bureau

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Aojiang

Reservoir capacity: 172 m³x10⁶

Construction Dates

Start of Project: 08/92

Start of RCC: 08/92

End of RCC: 05/94

End of Project: 06/95

Specifications

Height: 66 metres

Length: 274 metres

Volume of RCC: 180 m³x10³

Total volume: 272 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	RCC against precast concrete blocks

Spillway

Slope	Type
0.77	Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65
55

Pozzolan (kg/m³)	Pozzolan Type
125	Low-lime flyash (ASTM Class F)
95

San Lazaro

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Flood Control / Groundwater Recharge / Water Supply

River: San Lazaro

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: 10/85

Start of RCC: 10/85

End of RCC: 06/94

End of Project: 07/94

Specifications

Height: 37 metres

Length: 176 metres

Volume of RCC: 35 m³x10³

Total volume: 53 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels
0.20

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100
90

Pozzolan (kg/m³)	Pozzolan Type
220	Milled sand
220

Wenquanbao

Full Dam Information

Details

Country: China

Owner: Wenquanbao Reservoir Management Office

Type: Thin Arch

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Tanghe

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: 10/91

Start of RCC: 10/91

End of RCC: 06/94

End of Project: -/95

Specifications

Height: 48 metres

Length: 188 metres

Volume of RCC: 55 m³x10³

Total volume: 63 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork with external geomembrane

Downstream

Slope	Type
0.30	RCC against formwork

Spillway

Slope	Type
ogee	Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
110
69

Pozzolan (kg/m³)	Pozzolan Type
68	Low-lime flyash (ASTM Class F)
85

Rocky Gulch

Full Dam Information

Details

Country: USA

Owner: Phelps Dodge Corporation

Type: Gravity

Purpose(s): Pollution Control

River: Rocky Gulch

Reservoir capacity: -

Construction Dates

Start of Project: 05/94

Start of RCC: 05/94

End of RCC: 06/94

End of Project: 07/94

Specifications

Height: 18 metres

Length: 55 metres

Volume of RCC: 6 m³x10³

Total volume: 7 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Unformed face of RCC

Spillway

Slope	Type
none

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
184

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

San Rafael

Full Dam Information

Details

Country: Mexico

Owner: CFE (Comisión Federal de Electricidad)

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Santiago

Reservoir capacity: 26 m³x10⁶

Construction Dates

Start of Project: 11/93

Start of RCC: 11/93

End of RCC: 07/94

End of Project: 07/94

Specifications

Height: 48 metres

Length: 176 metres

Volume of RCC: 81 m³x10³

Total volume: 110 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.66	RCC against formwork [stepped face]
0.80

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
130	Natural pozzolan (ASTM Class N)

Lac Robertson

Full Dam Information

Details

Country: Canada

Owner: Hydro-Québec

Type: Gravity

Purpose(s): Hydropower

River: Ha! Ha!

Reservoir capacity: 587 m³x10⁶

Construction Dates

Start of Project: 10/92

Start of RCC: 10/92

End of RCC: 08/94

End of Project: 03/95

Specifications

Height: 40 metres

Length: 124 metres

Volume of RCC: 28 m³x10³

Total volume: 35 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

Pozzolan (kg/m³)	Pozzolan Type
85	Low-lime flyash (ASTM Class F)

La Touche Poupard

Full Dam Information

Details

Country: France

Owner: CAEDS

Type: Gravity

Purpose(s): Irrigation

River: Chambon

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: 08/93

Start of RCC: 08/93

End of RCC: 08/94

End of Project: 12/94

Specifications

Height: 36 metres

Length: 200 metres

Volume of RCC: 34 m³x10³

Total volume: 46 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
115	ROLAC (mixture of flyash and slag with or without limestone fines)

Lower Molonglo Bypass Storage

Full Dam Information

Details

Country: Australia

Owner: Icon Water (formerly ACT Electricity and Water)

Type: Gravity

Purpose(s): Pollution Control

River: Unnamed creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 02/94

Start of RCC: 02/94

End of RCC: 08/94

End of Project: 11/94

Specifications

Height: 32 metres

Length: 120 metres

Volume of RCC: 22 m³x10³

Total volume: 27 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
96

Pozzolan (kg/m³)	Pozzolan Type
64	Low-lime flyash (ASTM Class F)

Várzea Grande

Full Dam Information

Details

Country: Brazil

Owner: SUPLAN/PB

Type: Gravity

Purpose(s): Water Supply

River: Picuí

Reservoir capacity: 21 m³x10⁶

Construction Dates

Start of Project: 10/93

Start of RCC: 10/93

End of RCC: 10/94

End of Project: -/95

Specifications

Height: 31 metres

Length: 135 metres

Volume of RCC: 27 m³x10³

Total volume: 28 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	RCC against formwork [stepped face]

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
56

Pozzolan (kg/m³)	Pozzolan Type
14	Natural pozzolan (ASTM Class N)

Cova da Mandioca

Full Dam Information

Details

Country: Brazil

Owner: CODEVASF (Companhia de Desenvolvimento dos Vales do Sao Francisco do Parnaiba)

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Cova da Mandioca

Reservoir capacity: 126 m³x10⁶

Construction Dates

Start of Project: 01/93

Start of RCC: 01/93

End of RCC: 12/94

End of Project: 12/94

Specifications

Height: 32 metres

Length: 342 metres

Volume of RCC: 75 m³x10³

Total volume: 79 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
64

Pozzolan (kg/m³)	Pozzolan Type
16	No pozzolan used

do Prata

Full Dam Information

Details

Country: Brazil

Owner: Companhia Pernambucana de Saceamento

Type: Gravity

Purpose(s): Water Supply

River: da Prata

Reservoir capacity: 42 m³x10⁶

Construction Dates

Start of Project: -/92

Start of RCC: -/92

End of RCC: 12/94

End of Project: -/95

Specifications

Height: 26 metres

Length: 405 metres

Volume of RCC: 61 m³x10³

Total volume: 75 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type
	[stepped face]

Spillway

Slope	Type
	[stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Catou

Full Dam Information

Details

Country: China

Owner: Dongyuan County

Type: Gravity

Purpose(s): Hydropower

River: Yinjiang

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/92

Start of RCC: -/92

End of RCC: -/94

End of Project: -/94

Specifications

Height: 35 metres

Length: 115 metres

Volume of RCC: -

Total volume: 223 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.90

Downstream

Slope	Type
0.90	[stepped face]

Spillway

Slope	Type
0.90	[stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Maojiang

Full Dam Information

Details

Country: China

Owner: Lanshan County Hydropower Bureau

Type: Thin Arch

Purpose(s): Hydropower / Irrigation

River: Xiang

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/92

Start of RCC: -/92

End of RCC: -/94

End of Project: -/95

Specifications

Height: 45 metres

Length: 150 metres

Volume of RCC: -

Total volume: 45 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Sishanping

Full Dam Information

Details

Country: China

Owner: Huangcen Reservoir Management Office

Type: Thin Arch

Purpose(s): Flood Control / Hydropower / Irrigation

River: Leishui

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/92

Start of RCC: -/92

End of RCC: -/94

End of Project: -/95

Specifications

Height: 56 metres

Length: 147 metres

Volume of RCC: -

Total volume: 18 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Miyagase

Full Dam Information

Details

Country: Japan

Owner: Ministry of Construction

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Nakatsu

Reservoir capacity: 193 m³x10⁶

Construction Dates

Start of Project: 11/87

Start of RCC: 11/87

End of RCC: 02/95

End of Project: 03/01

Specifications

Height: 156 metres

Length: 400 metres

Volume of RCC: 1537 m³x10³

Total volume: 2060 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against formwork
0.60	Traditional concrete against formwork

Downstream

Slope	Type
0.625	Traditional concrete against formwork

Spillway

Slope	Type
0.625	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
150 -	750
200

Cementitious material

Cement (kg/m³)
91

Pozzolan (kg/m³)	Pozzolan Type
39	Low-lime flyash (ASTM Class F)

Yoshida

Full Dam Information

Details

Country: Japan

Owner: Kagawa Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Yoshida

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 07/91

Start of RCC: 07/91

End of RCC: 02/95

End of Project: 03/96

Specifications

Height: 75 metres

Length: 218 metres

Volume of RCC: 265 m³x10³

Total volume: 304 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
36	Low-lime flyash (ASTM Class F)

Chiya

Full Dam Information

Details

Country: Japan

Owner: Okayama Prefecture

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Takahashi

Reservoir capacity: 28 m³x10⁶

Construction Dates

Start of Project: 03/89

Start of RCC: 03/89

End of RCC: 04/95

End of Project: 03/98

Specifications

Height: 98 metres

Length: 259 metres

Volume of RCC: 396 m³x10³

Total volume: 670 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.77	Traditional concrete against formwork

Spillway

Slope	Type
0.77	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
91

Pozzolan (kg/m³)	Pozzolan Type
39	Low-lime flyash (ASTM Class F)

Canoas

Full Dam Information

Details

Country: Brazil

Owner: Companhia de Gestão dos Recursos Hídricos

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Riacho da Madeira

Reservoir capacity: 69 m³x10⁶

Construction Dates

Start of Project: 07/93

Start of RCC: 07/93

End of RCC: 05/95

End of Project: -/96

Specifications

Height: 51 metres

Length: 116 metres

Volume of RCC: 87 m³x10³

Total volume: 93 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	RCC against precast concrete blocks [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

Pozzolan (kg/m³)	Pozzolan Type
16	Natural pozzolan (ASTM Class N)

Ohmatsugawa

Full Dam Information

Details

Country: Japan

Owner: Akita Prefecture

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Matsu

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: 07/90

Start of RCC: 07/90

End of RCC: 06/95

End of Project: 09/96

Specifications

Height: 65 metres

Length: 296 metres

Volume of RCC: 141 m³x10³

Total volume: 294 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.70	Traditional concrete against formwork

Downstream

Slope	Type
0.76	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
91

Pozzolan (kg/m³)	Pozzolan Type
39	Low-lime flyash (ASTM Class F)

Xibingxi

Full Dam Information

Details

Country: China

Owner: Department of Electric Power, Lonyan City, Fujian Province

Type: Arch-Gravity

Purpose(s): Hydropower / Water Supply

River: Longshanxi

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: 08/93

Start of RCC: 08/93

End of RCC: 07/95

End of Project: 10/95

Specifications

Height: 64 metres

Length: 93 metres

Volume of RCC: 25 m³x10³

Total volume: 33 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork with external geomembrane
0.08	RCC against formwork with external geomembrane

Downstream

Slope	Type
0.65	RCC against formwork

Spillway

Slope	Type
ogee	Reinforced concrete cast against precast units or slip-formed facing elements
0.65

Placement

Layers (mm)	Lifts (mm)
300 -	300 -
350	350

Cementitious material

Cement (kg/m³)
80
79

Pozzolan (kg/m³)	Pozzolan Type
120	Low-lime flyash (ASTM Class F)
105

Guanyinge (Kwan-in-Temple)

Full Dam Information

Details

Country: China

Owner: Guanyinge Reservoir Management Bureau

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Taizi

Reservoir capacity: 2168 m³x10⁶

Construction Dates

Start of Project: 05/90

Start of RCC: 05/90

End of RCC: 09/95

End of Project: 10/95

Specifications

Height: 82 metres

Length: 1040 metres

Volume of RCC: 1240 m³x10³

Total volume: 1876 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
270 -	750
280

Cementitious material

Cement (kg/m³)
91

Pozzolan (kg/m³)	Pozzolan Type
39	Low-lime flyash (ASTM Class F)

Satsunaigawa

Full Dam Information

Details

Country: Japan

Owner: Hokkaido Development Bureau

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Satsunai

Reservoir capacity: 54 m³x10⁶

Construction Dates

Start of Project: 02/87

Start of RCC: 02/87

End of RCC: 10/95

End of Project: 03/99

Specifications

Height: 114 metres

Length: 300 metres

Volume of RCC: 536 m³x10³

Total volume: 770 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.40	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
78

Pozzolan (kg/m³)	Pozzolan Type
42	Ground-granulated blast-furnace slag

Enjil

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Taghoucht

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: 11/93

Start of RCC: 11/93

End of RCC: 10/95

End of Project: 03/96

Specifications

Height: 36 metres

Length: 80 metres

Volume of RCC: 45 m³x10³

Total volume: 57 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
110
150

Pozzolan (kg/m³)	Pozzolan Type
0	Natural pozzolan (ASTM Class N)
0

New Peterson Lake

Full Dam Information

Details

Country: USA

Owner: City of Greeley

Type: Gravity

Purpose(s): Water Supply

River: Tributary of Cache La Poudre

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 05/95

Start of RCC: 05/95

End of RCC: 11/95

End of Project: 12/95

Specifications

Height: 21 metres

Length: 70 metres

Volume of RCC: 7 m³x10³

Total volume: 8 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
145

Pozzolan (kg/m³)	Pozzolan Type
48	Low-lime flyash (ASTM Class F)

Shiokawa

Full Dam Information

Details

Country: Japan

Owner: Yamanashi Prefecture

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Shio

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: 05/93

Start of RCC: 05/93

End of RCC: 11/95

End of Project: 03/99

Specifications

Height: 79 metres

Length: 225 metres

Volume of RCC: 299 m³x10³

Total volume: 388 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork
0.70	Traditional concrete against formwork

Downstream

Slope	Type
0.76	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
96

Pozzolan (kg/m³)	Pozzolan Type
24	Low-lime flyash (ASTM Class F)

Urayama

Full Dam Information

Details

Country: Japan

Owner: Water Resources Development Public Corporation

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Urayama

Reservoir capacity: 58 m³x10⁶

Construction Dates

Start of Project: 03/90

Start of RCC: 03/90

End of RCC: 12/95

End of Project: 03/99

Specifications

Height: 156 metres

Length: 372 metres

Volume of RCC: 1294 m³x10³

Total volume: 1750 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.65	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750
	1000

Cementitious material

Cement (kg/m³)
91

Pozzolan (kg/m³)	Pozzolan Type
39	Low-lime flyash (ASTM Class F)

Shimantan

Full Dam Information

Details

Country: China

Owner: Department of Water Resources, Henan Province

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Gunhe

Reservoir capacity: 120 m³x10⁶

Construction Dates

Start of Project: 07/93

Start of RCC: 07/93

End of RCC: 12/95

End of Project: 07/96

Specifications

Height: 41 metres

Length: 650 metres

Volume of RCC: 272 m³x10³

Total volume: 351 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
98
51

Pozzolan (kg/m³)	Pozzolan Type
98	Low-lime flyash (ASTM Class F)
107

Shibanshui

Full Dam Information

Details

Country: China

Owner: Fengdu Water Resources Bureau

Type: Gravity

Purpose(s): Flood Control / Hydropower / Recreation

River: Longxihe

Reservoir capacity: 105 m³x10⁶

Construction Dates

Start of Project: 12/92

Start of RCC: 12/92

End of RCC: -/95

End of Project: -/96

Specifications

Height: 84 metres

Length: 445 metres

Volume of RCC: 335 m³x10³

Total volume: 564 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.65	Traditional concrete against formwork

Spillway

Slope	Type
0.65	Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)	Lifts (mm)
300	1000

Cementitious material

Cement (kg/m³)
126
60

Pozzolan (kg/m³)	Pozzolan Type
84	Low-lime flyash (ASTM Class F)
90

Açude Acauã

Full Dam Information

Details

Country: Brazil

Owner: DNOCS (Departamento Nacional de Obras Contra a Seca)

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Paraíba

Reservoir capacity: 247 m³x10⁶

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/95

End of Project: -/95

Specifications

Height: 79 metres

Length: 440 metres

Volume of RCC: 674 m³x10³

Total volume: 734 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	RCC against formwork [stepped face]

Spillway

Slope	Type
	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

Pozzolan (kg/m³)	Pozzolan Type
16	Natural pozzolan (ASTM Class N)

Juba I

Full Dam Information

Details

Country: Brazil

Owner: Itamarati Norte S.A. (part of Brennand Energia)

Type: Gravity

Purpose(s): Hydropower

River: Juba

Reservoir capacity: -

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/95

End of Project: -/96

Specifications

Height: 21 metres

Length: 238 metres

Volume of RCC: 96 m³x10³

Total volume: 113 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
15	Natural pozzolan (ASTM Class N)

Juba II

Full Dam Information

Details

Country: Brazil

Owner: Itamarati Norte S.A. (part of Brennand Energia)

Type: Gravity

Purpose(s): Hydropower

River: Juba

Reservoir capacity: -

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/95

End of Project: -/96

Specifications

Height: 21 metres

Length: 238 metres

Volume of RCC: 105 m³x10³

Total volume: 113 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
15	Natural pozzolan (ASTM Class N)

Passagem de Trairas

Full Dam Information

Details

Country: Brazil

Owner: Secretaria de Meio Ambiente e dos Recursos Hídricos do Estado do Rio Grande do Norte

Type: Gravity

Purpose(s): Recreation / Water Supply

River: Seridó

Reservoir capacity: 50 m³x10⁶

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/95

End of Project: -/96

Specifications

Height: 26 metres

Length: 458 metres

Volume of RCC: 27 m³x10³

Total volume: 28 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
64

Pozzolan (kg/m³)	Pozzolan Type
16	Natural pozzolan (ASTM Class N)

Oeste

Full Dam Information

Details

Country: Brazil

Owner: Barragem Oeste - SDC

Type: Gravity

Purpose(s): Flood Control

River: Itajai do Oeste

Reservoir capacity: 100 m³x10⁶

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/95

End of Project: -/96

Specifications

Height: 30 metres

Length: 367 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Nacaome

Full Dam Information

Details

Country: Honduras

Owner: Secretaria de Recursos Naturales

Type: Gravity

Purpose(s): Water Supply

River: Rio Grande Nacaome

Reservoir capacity: 42 m³x10⁶

Construction Dates

Start of Project: 06/93

Start of RCC: 06/93

End of RCC: -/95

End of Project: -/95

Specifications

Height: 54 metres

Length: 320 metres

Volume of RCC: 250 m³x10³

Total volume: 300 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.15	Traditional concrete against formwork with external geomembrane

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement [stepped face]

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
64

Pozzolan (kg/m³)	Pozzolan Type
21	Natural pozzolan (ASTM Class N)

Ano Mera

Full Dam Information

Details

Country: Greece

Owner: Ministry of Agriculture

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Ano Mera

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 04/93

Start of RCC: 04/93

End of RCC: -/95

End of Project: -/97

Specifications

Height: 32 metres

Length: 170 metres

Volume of RCC: 49 m³x10³

Total volume: 64 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.50	Reinforced concrete cast against precast units or slip-formed facing elements

Downstream

Slope	Type
0.50	RCC against precast concrete blocks

Spillway

Slope	Type
0.50	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
200 -	200 -
300	300

Cementitious material

Cement (kg/m³)
55

Pozzolan (kg/m³)	Pozzolan Type
15	Natural pozzolan (ASTM Class N)

Jordão

Full Dam Information

Details

Country: Brazil

Owner: COPEL (Companhia Paranense de Energia)

Type: Gravity

Purpose(s): Hydropower

River: Jordão

Reservoir capacity: 110 m³x10⁶

Construction Dates

Start of Project: 05/94

Start of RCC: 05/94

End of RCC: 02/96

End of Project: 09/96

Specifications

Height: 95 metres

Length: 550 metres

Volume of RCC: 570 m³x10³

Total volume: 647 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.74	RCC against formwork [stepped face]

Spillway

Slope	Type
0.74	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
15	Natural pozzolan (ASTM Class N)

Pangue

Full Dam Information

Details

Country: Chile

Owner: Empresa Electrica Pangue SA

Type: Gravity

Purpose(s): Hydropower

River: Bio-Bio

Reservoir capacity: 175 m³x10⁶

Construction Dates

Start of Project: 01/92

Start of RCC: 01/92

End of RCC: 02/96

End of Project: 12/96

Specifications

Height: 113 metres

Length: 410 metres

Volume of RCC: 670 m³x10³

Total volume: 740 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
100	Natural pozzolan (ASTM Class N)

Derivação do Rio Jordão

Full Dam Information

Details

Country: Brazil

Owner: Copel Geração e Transmissão S.A.

Type: Gravity

Purpose(s): Hydropower

River: Jordão

Reservoir capacity: 110 m³x10⁶

Construction Dates

Start of Project: 05/94

Start of RCC: 05/94

End of RCC: 03/96

End of Project: 12/97

Specifications

Height: 73 metres

Length: 560 metres

Volume of RCC: 576 m³x10³

Total volume: 665 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Loyalty Road flood retarding basin

Full Dam Information

Details

Country: Australia

Owner: Upper Parramatta River Catchment Trust

Type: Gravity

Purpose(s): Flood Control

River: Darling Mills Creek

Reservoir capacity: -

Construction Dates

Start of Project: 06/95

Start of RCC: 06/95

End of RCC: 04/96

End of Project: 08/96

Specifications

Height: 30 metres

Length: 111 metres

Volume of RCC: 20 m³x10³

Total volume: 22 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
0.80	RCC against precast concrete panels

Spillway

Slope	Type
0.80	RCC against precast concrete panels

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
50

Pozzolan (kg/m³)	Pozzolan Type
30	Ground-granulated blast-furnace slag

Bailongtan

Full Dam Information

Details

Country: China

Owner: Guangxi-Guiguang Electric Power Development Co. Ltd.

Type: Gravity

Purpose(s): Hydropower / Irrigation / Navigation

River: Hongshuihe

Reservoir capacity: 340 m³x10⁶

Construction Dates

Start of Project: 02/93

Start of RCC: 02/93

End of RCC: 04/96

End of Project: 08/97

Specifications

Height: 34 metres

Length: 710 metres

Volume of RCC: 62 m³x10³

Total volume: 80 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.70	RCC against precast concrete blocks [stepped face]

Spillway

Slope	Type
0.70	Traditional concrete against precast concrete panels [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73
99

Pozzolan (kg/m³)	Pozzolan Type
110	Low-lime flyash (ASTM Class F)
60

Shimagawa

Full Dam Information

Details

Country: Japan

Owner: Gunma Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Shima

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: 03/91

Start of RCC: 03/91

End of RCC: 05/96

End of Project: 03/98

Specifications

Height: 90 metres

Length: 330 metres

Volume of RCC: 390 m³x10³

Total volume: 516 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.50	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
36	Low-lime flyash (ASTM Class F)

Jack Turner (formerly Big Haynes)

Full Dam Information

Details

Country: USA

Owner: Conyers-Rockdale Big Haynes Imp. Authority

Type: Gravity

Purpose(s): Water Supply

River: Big Haynes Creek

Reservoir capacity: -

Construction Dates

Start of Project: 10/94

Start of RCC: 10/94

End of RCC: 06/96

End of Project: 09/96

Specifications

Height: 27 metres

Length: 427 metres

Volume of RCC: 72 m³x10³

Total volume: 74 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with geomembrane

Downstream

Slope	Type
0.80	RCC against precast concrete blocks [stepped face]

Spillway

Slope	Type
0.80	RCC against precast concrete blocks [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
42
39

Pozzolan (kg/m³)	Pozzolan Type
42	Low-lime flyash (ASTM Class F)
39

Jack Turner (formerly Big Haynes) completed

Hiyoshi

Full Dam Information

Details

Country: Japan

Owner: Water Resources Development Public Corporation

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Katsura

Reservoir capacity: 66 m³x10⁶

Construction Dates

Start of Project: -/83

Start of RCC: -/83

End of RCC: 07/96

End of Project: 03/98

Specifications

Height: 70 metres

Length: 438 metres

Volume of RCC: 440 m³x10³

Total volume: 670 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.80	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750
	1000

Cementitious material

Cement (kg/m³)
84
77

Pozzolan (kg/m³)	Pozzolan Type
36	Low-lime flyash (ASTM Class F)
33

Boqueron

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Segura

Type: Gravity

Purpose(s): Flood Control

River: Rambla del Boqueron

Reservoir capacity: 13 m³x10⁶

Construction Dates

Start of Project: 10/94

Start of RCC: 10/94

End of RCC: 08/96

End of Project: 12/97

Specifications

Height: 58 metres

Length: 290 metres

Volume of RCC: 137 m³x10³

Total volume: 145 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.73	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
0.73	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
55

Pozzolan (kg/m³)	Pozzolan Type
130	Low-lime flyash (ASTM Class F)

Grand Falls spillway

Full Dam Information

Details

Country: Canada

Owner: Abitibi-Price Inc.

Type: Gravity

Purpose(s): Hydropower

River: Exploits

Reservoir capacity: -

Construction Dates

Start of Project: 08/96

Start of RCC: 08/96

End of RCC: 09/96

End of Project: 12/96

Specifications

Height: 15 metres

Length: 180 metres

Volume of RCC: 7 m³x10³

Total volume: 11 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.67	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.67	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
200	200

Cementitious material

Cement (kg/m³)
130

Pozzolan (kg/m³)	Pozzolan Type
75	Low-lime flyash (ASTM Class F)

Mantaicheng

Full Dam Information

Details

Country: China

Owner: Wangqing County Water Conservancy Bureau

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Gayahe

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 08/92

Start of RCC: 08/92

End of RCC: 12/96

End of Project: 08/97

Specifications

Height: 37 metres

Length: 337 metres

Volume of RCC: 78 m³x10³

Total volume: 100 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against precast concrete blocks

Spillway

Slope	Type
ogee	Traditional concrete against formwork
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	1000

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
120	Low-lime flyash (ASTM Class F)

Dahekou

Full Dam Information

Details

Country: China

Owner: Chongqing Wujiang Power Company

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Apengjiang

Reservoir capacity: 115 m³x10⁶

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/96

End of Project: -/97

Specifications

Height: 85 metres

Length: 149 metres

Volume of RCC: -

Total volume: 33 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Guilman-Amorin

Full Dam Information

Details

Country: Brazil

Owner: Arcelor Mittal Brasil S.A.

Type: Gravity

Purpose(s): Hydropower

River: Piracicaba

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/96

End of Project: 10/97

Specifications

Height: 41 metres

Length: 143 metres

Volume of RCC: 85 m³x10³

Total volume: 102 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
20	Natural pozzolan (ASTM Class N)

Tomisato

Full Dam Information

Details

Country: Japan

Owner: Water Resources Development Public Corporation

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Douzan

Reservoir capacity: 53 m³x10⁶

Construction Dates

Start of Project: 02/92

Start of RCC: 02/92

End of RCC: 02/97

End of Project: 03/00

Specifications

Height: 111 metres

Length: 250 metres

Volume of RCC: 355 m³x10³

Total volume: 510 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.76	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750
	1000

Cementitious material

Cement (kg/m³)
84
72

Pozzolan (kg/m³)	Pozzolan Type
36	Low-lime flyash (ASTM Class F)
48

Platanovryssi

Full Dam Information

Details

Country: Greece

Owner: Public Power Corporation (PPC)

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Nestos

Reservoir capacity: 84 m³x10⁶

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 03/97

End of Project: 06/99

Specifications

Height: 95 metres

Length: 305 metres

Volume of RCC: 420 m³x10³

Total volume: 440 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Slip-formed/extruded facing elements

Downstream

Slope	Type
0.75	Slip-formed/extruded facing elements [stepped face]

Spillway

Slope	Type
0.75	Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
50

Pozzolan (kg/m³)	Pozzolan Type
225	High-lime flyash (ASTM Class C)

Wanyao

Full Dam Information

Details

Country: China

Owner: Wanyao Reservoir Management Bureau

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Dahexi

Reservoir capacity: 223 m³x10⁶

Construction Dates

Start of Project: 10/93

Start of RCC: 10/93

End of RCC: 05/97

End of Project: 07/97

Specifications

Height: 83 metres

Length: 390 metres

Volume of RCC: 320 m³x10³

Total volume: 458 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.20	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against precast concrete panels

Spillway

Slope	Type
0.75	Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

Pozzolan (kg/m³)	Pozzolan Type
96	Low-lime flyash (ASTM Class F)

Queiles y Val

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Ebro

Type: Gravity

Purpose(s): Flood Control

River: Val

Reservoir capacity: 25 m³x10⁶

Construction Dates

Start of Project: 01/93

Start of RCC: 01/93

End of RCC: 05/97

End of Project: 12/98

Specifications

Height: 82 metres

Length: 375 metres

Volume of RCC: 480 m³x10³

Total volume: 520 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.33	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against precast concrete panels

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
145	Low-lime flyash (ASTM Class F)

Atance

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Tajo

Type: Gravity

Purpose(s): Irrigation

River: Salado

Reservoir capacity: 35 m³x10⁶

Construction Dates

Start of Project: 07/96

Start of RCC: 07/96

End of RCC: 07/97

End of Project: 10/97

Specifications

Height: 45 metres

Length: 184 metres

Volume of RCC: 65 m³x10³

Total volume: 75 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.80	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
57

Pozzolan (kg/m³)	Pozzolan Type
133	Low-lime flyash (ASTM Class F)

Takisato

Full Dam Information

Details

Country: Japan

Owner: Hokkaido Development Bureau

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Sorachi

Reservoir capacity: 108 m³x10⁶

Construction Dates

Start of Project: 10/90

Start of RCC: 10/90

End of RCC: 07/97

End of Project: 06/00

Specifications

Height: 50 metres

Length: 445 metres

Volume of RCC: 327 m³x10³

Total volume: 455 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.06	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
36	Low-lime flyash (ASTM Class F)

Kazunogawa

Full Dam Information

Details

Country: Japan

Owner: Tokyo Electric Power Company

Type: Gravity

Purpose(s): Hydropower

River: Tuchimuro

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: 11/92

Start of RCC: 11/92

End of RCC: 07/97

End of Project: 11/99

Specifications

Height: 105 metres

Length: 264 metres

Volume of RCC: 428 m³x10³

Total volume: 622 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.82	Traditional concrete against formwork

Spillway

Slope	Type
0.82	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
170	1000

Cementitious material

Cement (kg/m³)
91
84

Pozzolan (kg/m³)	Pozzolan Type
39	Low-lime flyash (ASTM Class F)
36

Qedusizi (formerly Mount Pleasant)

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Gravity

Purpose(s): Flood Control

River: Klip

Reservoir capacity: 128 m³x10⁶

Construction Dates

Start of Project: 04/94

Start of RCC: 04/94

End of RCC: 08/97

End of Project: 03/98

Specifications

Height: 28 metres

Length: 490 metres

Volume of RCC: 78 m³x10³

Total volume: 156 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	Traditional concrete against formwork
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
46

Pozzolan (kg/m³)	Pozzolan Type
108	Ground-granulated blast-furnace slag

Qedusizi (formerly Mount Pleasant) completed

Tie Hack

Full Dam Information

Details

Country: USA

Owner: City of Buffalo

Type: Gravity

Purpose(s): Water Supply

River: South Fork Clear Creek

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 05/96

Start of RCC: 05/96

End of RCC: 08/97

End of Project: -/97

Specifications

Height: 41 metres

Length: 170 metres

Volume of RCC: 62 m³x10³

Total volume: 69 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
89

Pozzolan (kg/m³)	Pozzolan Type
83	Low-lime flyash (ASTM Class F)

Shuangxi

Full Dam Information

Details

Country: China

Owner: Department of Electricity, Dapu County, Guangdong Province

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Meixihe

Reservoir capacity: 95 m³x10⁶

Construction Dates

Start of Project: 01/95

Start of RCC: 01/95

End of RCC: 10/97

End of Project: 12/97

Specifications

Height: 60 metres

Length: 221 metres

Volume of RCC: 113 m³x10³

Total volume: 172 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with hot poured membrane

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90
55

Pozzolan (kg/m³)	Pozzolan Type
110	Low-lime flyash (ASTM Class F)
105

Cadiangullong

Full Dam Information

Details

Country: Australia

Owner: Cadia Holdings Pty. Lty.

Type: Gravity

Purpose(s): Water Supply

River: Cadiangullong Creek

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: 11/96

Start of RCC: 11/96

End of RCC: 12/97

End of Project: 03/98

Specifications

Height: 43 metres

Length: 356 metres

Volume of RCC: 114 m³x10³

Total volume: 123 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]
	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
90	Low-lime flyash (ASTM Class F)

Taolinkou

Full Dam Information

Details

Country: China

Owner: Department of Water Resources, Hebei Province

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Recreation / Water Supply

River: Qinglonghe

Reservoir capacity: 859 m³x10⁶

Construction Dates

Start of Project: 11/92

Start of RCC: 11/92

End of RCC: 12/97

End of Project: -/98

Specifications

Height: 75 metres

Length: 500 metres

Volume of RCC: 585 m³x10³

Total volume: 1350 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.15

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

Slope	Type
ogee	Traditional concrete against formwork
0.65	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
135
70

Pozzolan (kg/m³)	Pozzolan Type
70	Low-lime flyash (ASTM Class F)
85

do Peixe

Full Dam Information

Details

Country: Brazil

Owner: CPEE (Companhia Paulista de Energia Elétrica)

Type: Gravity

Purpose(s): Hydropower

River: do Peixe

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 02/96

Start of RCC: 02/96

End of RCC: 12/97

End of Project: -/98

Specifications

Height: 32 metres

Length: 300 metres

Volume of RCC: 20 m³x10³

Total volume: 34 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
120
90

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used
0

Santa Clara-GO

Full Dam Information

Details

Country: Brazil

Owner: Saneamento de Goiás S/A

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 129 m³x10⁶

Construction Dates

Start of Project: -/86

Start of RCC: -/86

End of RCC: -/97

End of Project: -/97

Specifications

Height: 47 metres

Length: -

Volume of RCC: -

Total volume: 129 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Fengxiangxia

Full Dam Information

Details

Country: China

Owner: Fengdu Hydropower Bureau

Type: Thin Arch

Purpose(s): Hydropower

River: Huilonghe

Reservoir capacity: 8 m³x10⁶

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/97

End of Project: -/98

Specifications

Height: 90 metres

Length: 158 metres

Volume of RCC: -

Total volume: 770 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10

Downstream

Slope	Type
0.76

Spillway

Slope	Type
0.76

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Prata

Full Dam Information

Details

Country: Brazil

Owner: COMPESA (Companhia Pernambucana de Saneamento)

Type: Gravity

Purpose(s): Water Supply

River: Capema

Reservoir capacity: 40 m³x10⁶

Construction Dates

Start of Project: -/95

Start of RCC: -/95

End of RCC: -/97

End of Project: -/98

Specifications

Height: 20 metres

Length: 405 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Pedro Moura Junior (formerly Belo Jardim)

Full Dam Information

Details

Country: Brazil

Owner: COMPESA (Companhia Pernambucana de Saneamento)

Type: Gravity

Purpose(s): Water Supply

River: Ipojuca (Gravata)

Reservoir capacity: 37 m³x10⁶

Construction Dates

Start of Project: 05/95

Start of RCC: 05/95

End of RCC: -/97

End of Project: -/98

Specifications

Height: 34 metres

Length: 470 metres

Volume of RCC: 113 m³x10³

Total volume: 125 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

Pozzolan (kg/m³)	Pozzolan Type
16	Natural pozzolan (ASTM Class N)

Pedro Moura Junior (formerly Belo Jardim) completed

Contraembalse de Moncion

Full Dam Information

Details

Country: Dominican Republic

Owner: INDRHI (Instiuto Nacional de Recursos Hidráulicos de la República Dominicana)

Type: Hardfill

Purpose(s): Flood Control / Hydropower / Irrigation

River: Mao

Reservoir capacity: 8 m³x10⁶

Construction Dates

Start of Project: 07/95

Start of RCC: 07/95

End of RCC: 03/98

End of Project: 06/98

Specifications

Height: 28 metres

Length: 254 metres

Volume of RCC: 130 m³x10³

Total volume: 155 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.70	Traditional concrete against formwork

Downstream

Slope	Type
0.67	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Bouhouda

Full Dam Information

Details

Country: Morocco

Owner: Direction des Arrenagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: S’ra

Reservoir capacity: 56 m³x10⁶

Construction Dates

Start of Project: 05/95

Start of RCC: 05/95

End of RCC: 05/98

End of Project: 09/98

Specifications

Height: 55 metres

Length: 174 metres

Volume of RCC: 165 m³x10³

Total volume: 186 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100
120

Pozzolan (kg/m³)	Pozzolan Type
0	Natural pozzolan (ASTM Class N)
0

Hayachine

Full Dam Information

Details

Country: Japan

Owner: Iwate Prefecture

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Hienuki

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 03/93

Start of RCC: 03/93

End of RCC: 06/98

End of Project: 03/00

Specifications

Height: 74 metres

Length: 333 metres

Volume of RCC: 141 m³x10³

Total volume: 333 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.20	Traditional concrete against formwork

Downstream

Slope	Type
0.76	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
36	Low-lime flyash (ASTM Class F)

Gov. José Richa (formerly Salto Caxias)

Full Dam Information

Details

Country: Brazil

Owner: COPEL (Companhia Paranense de Energia) Geração E Transmissão S.A.

Type: Gravity

Purpose(s): Hydropower

River: Iguaçu

Reservoir capacity: 3573 m³x10⁶

Construction Dates

Start of Project: 02/95

Start of RCC: 02/95

End of RCC: 07/98

End of Project: 12/98

Specifications

Height: 67 metres

Length: 1083 metres

Volume of RCC: 912 m³x10³

Total volume: 1438 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced concrete cast against precast units or slip-formed facing elements

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
20	Low-lime flyash (ASTM Class F)

Gov. José Richa (formerly Salto Caxias) completed

Val da Serra

Full Dam Information

Details

Country: Brazil

Owner: CORSAN (Companhia Riograndense de Saneamento)

Type: Gravity

Purpose(s): Water Supply

River: Ibicui-Mirim

Reservoir capacity: 24 m³x10⁶

Construction Dates

Start of Project: 07/97

Start of RCC: 07/97

End of RCC: 07/98

End of Project: 11/98

Specifications

Height: 37 metres

Length: 675 metres

Volume of RCC: 69 m³x10³

Total volume: 95 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced concrete cast against precast units or slip-formed facing elements

Downstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement [stepped face]

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
30	Low-lime flyash (ASTM Class F)

Gassan

Full Dam Information

Details

Country: Japan

Owner: Ministry of Construction

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Bonji

Reservoir capacity: 65 m³x10⁶

Construction Dates

Start of Project: 08/88

Start of RCC: 08/88

End of RCC: 10/98

End of Project: 03/01

Specifications

Height: 123 metres

Length: 393 metres

Volume of RCC: 731 m³x10³

Total volume: 1160 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750
	1000

Cementitious material

Cement (kg/m³)
91

Pozzolan (kg/m³)	Pozzolan Type
39	Low-lime flyash (ASTM Class F)

Penn Forest

Full Dam Information

Details

Country: USA

Owner: Bethlehem Authority, City of Bethlehem

Type: Gravity

Purpose(s): Water Supply

River: Wild Creek

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 08/96

Start of RCC: 08/96

End of RCC: 10/98

End of Project: 12/98

Specifications

Height: 49 metres

Length: 610 metres

Volume of RCC: 283 m³x10³

Total volume: 283 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels with geomembrane

Downstream

Slope	Type
0.50	RCC supported by fill shoulders
	RCC against precast concrete panels

Spillway

Slope	Type
conduit

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
58

Pozzolan (kg/m³)	Pozzolan Type
41	Low-lime flyash (ASTM Class F)

Yongxi Nº3

Full Dam Information

Details

Country: China

Owner: Yongxi Hydroelectric Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Dazhangxi

Reservoir capacity: 68 m³x10⁶

Construction Dates

Start of Project: 05/96

Start of RCC: 05/96

End of RCC: 10/98

End of Project: 09/99

Specifications

Height: 87 metres

Length: 198 metres

Volume of RCC: 170 m³x10³

Total volume: 255 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.73	RCC against precast concrete blocks

Spillway

Slope	Type
ogee	Traditional concrete against formwork
0.73	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
280	3000

Cementitious material

Cement (kg/m³)
115
80

Pozzolan (kg/m³)	Pozzolan Type
95	Low-lime flyash (ASTM Class F)
90

Jucazinho

Full Dam Information

Details

Country: Brazil

Owner: DNOCS (Departamento Nacional de Obras Contra a Secas)

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Capiibaribe

Reservoir capacity: 204 m³x10⁶

Construction Dates

Start of Project: 07/96

Start of RCC: 07/96

End of RCC: 10/98

End of Project: -/99

Specifications

Height: 63 metres

Length: 442 metres

Volume of RCC: 442 m³x10³

Total volume: 470 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

Pozzolan (kg/m³)	Pozzolan Type
16	Natural pozzolan (ASTM Class N)

Rialb

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Ebro

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Segre

Reservoir capacity: 402 m³x10⁶

Construction Dates

Start of Project: 01/93

Start of RCC: 01/93

End of RCC: 12/98

End of Project: 01/00

Specifications

Height: 99 metres

Length: 630 metres

Volume of RCC: 980 m³x10³

Total volume: 1016 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.15	Traditional concrete against formwork
0.35	Traditional concrete against formwork

Downstream

Slope	Type
0.40	Traditional concrete against formwork
0.65	Traditional concrete against formwork

Spillway

Slope	Type
0.65	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
330	330

Cementitious material

Cement (kg/m³)
70
65

Pozzolan (kg/m³)	Pozzolan Type
130	Low-lime flyash (ASTM Class F)
130

Huatan

Full Dam Information

Details

Country: China

Owner: Ya’an Electricity Company

Type: Gravity

Purpose(s): Hydropower

River: Yinghe

Reservoir capacity: 8 m³x10⁶

Construction Dates

Start of Project: 01/96

Start of RCC: 01/96

End of RCC: 12/98

End of Project: 05/99

Specifications

Height: 85 metres

Length: 173 metres

Volume of RCC: 240 m³x10³

Total volume: 290 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300 -	300 -
400	400

Cementitious material

Cement (kg/m³)
78
74

Pozzolan (kg/m³)	Pozzolan Type
95	Low-lime flyash (ASTM Class F)
90

Changshun

Full Dam Information

Details

Country: China

Owner: Department of Water Resources, Hubei Province

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Yujiang

Reservoir capacity: 68 m³x10⁶

Construction Dates

Start of Project: -/91

Start of RCC: -/91

End of RCC: 12/98

End of Project: 06/00

Specifications

Height: 69 metres

Length: 279 metres

Volume of RCC: 170 m³x10³

Total volume: 200 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.74	RCC against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	5000

Cementitious material

Cement (kg/m³)
134
72

Pozzolan (kg/m³)	Pozzolan Type
89	Low-lime flyash (ASTM Class F)
48

Waijin

Full Dam Information

Details

Country: China

Owner: Fushan Power Station Management Bureau

Type: Thin Arch

Purpose(s): Hydropower / Irrigation

River: Nanxi

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: -/94

Start of RCC: -/94

End of RCC: -/98

End of Project: -/99

Specifications

Height: 47 metres

Length: 235 metres

Volume of RCC: -

Total volume: 240 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Kengxiashan

Full Dam Information

Details

Country: China

Owner: Wencheng County Kengxiashan Hydropower Development Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Yuquanxi

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/96

Start of RCC: -/96

End of RCC: -/98

End of Project: -/98

Specifications

Height: 34 metres

Length: 80 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Bab Louta

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Water Supply

River: Bous Sbaa

Reservoir capacity: 37 m³x10⁶

Construction Dates

Start of Project: 01/97

Start of RCC: 01/97

End of RCC: 02/99

End of Project: 03/99

Specifications

Height: 55 metres

Length: 110 metres

Volume of RCC: 63 m³x10³

Total volume: 77 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65
80

Pozzolan (kg/m³)	Pozzolan Type
15	Natural pozzolan (ASTM Class N)
20

Fenhe Nº2

Full Dam Information

Details

Country: China

Owner: Department of Water Resources, Shanxi Province

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Fenhe

Reservoir capacity: 130 m³x10⁶

Construction Dates

Start of Project: 11/96

Start of RCC: 11/96

End of RCC: 03/99

End of Project: 06/00

Specifications

Height: 87 metres

Length: 350 metres

Volume of RCC: 362 m³x10³

Total volume: 448 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.20	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against precast concrete panels

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
127
60

Pozzolan (kg/m³)	Pozzolan Type
84	Low-lime flyash (ASTM Class F)
93

Jiangya

Full Dam Information

Details

Country: China

Owner: Lishui Hydropower Development Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Navigation / Water Supply

River: Loushui

Reservoir capacity: 1741 m³x10⁶

Construction Dates

Start of Project: 07/95

Start of RCC: 07/95

End of RCC: 04/99

End of Project: -/01

Specifications

Height: 131 metres

Length: 368 metres

Volume of RCC: 1100 m³x10³

Total volume: 1310 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
ogee	Reinforced concrete cast against precast units or slip-formed facing elements
0.80

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
87
64 46

Pozzolan (kg/m³)	Pozzolan Type
107	Low-lime flyash (ASTM Class F)
96 107

Buckhorn

Full Dam Information

Details

Country: USA

Owner: Town of Wilson

Type: Gravity

Purpose(s): Water Supply

River: Contentea Creek

Reservoir capacity: -

Construction Dates

Start of Project: 03/98

Start of RCC: 03/98

End of RCC: 04/99

End of Project: 06/09

Specifications

Height: 16 metres

Length: 781 metres

Volume of RCC: 64 m³x10³

Total volume: 69 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels with geomembrane

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
89

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Songyue (1st Stage)

Full Dam Information

Details

Country: China

Owner: Helong Electricity Corporation

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Recreation / Water Supply

River: Hailanhe

Reservoir capacity: 21 m³x10⁶

Construction Dates

Start of Project: 09/97

Start of RCC: 09/97

End of RCC: 04/99

End of Project: 09/99

Specifications

Height: 29 metres

Length: 271 metres

Volume of RCC: 44 m³x10³

Total volume: 77 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.73	RCC against precast concrete blocks

Spillway

Slope	Type
conduit

Placement

Layers (mm)	Lifts (mm)
300	2000

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
100	Low-lime flyash (ASTM Class F)

Toker

Full Dam Information

Details

Country: Eritrea

Owner: Government of Eritrea

Type: Gravity

Purpose(s): Water Supply

River: Toker

Reservoir capacity: 14 m³x10⁶

Construction Dates

Start of Project: 11/96

Start of RCC: 11/96

End of RCC: 05/99

End of Project: 08/99

Specifications

Height: 73 metres

Length: 263 metres

Volume of RCC: 187 m³x10³

Total volume: 210 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement [stepped face]

Placement

Layers (mm)	Lifts (mm)
330	330

Cementitious material

Cement (kg/m³)
110

Pozzolan (kg/m³)	Pozzolan Type
85	Low-lime flyash (ASTM Class F)

Balambano

Full Dam Information

Details

Country: Indonesia

Owner: P.T. Vale Indonesia

Type: Gravity

Purpose(s): Hydropower

River: Larona

Reservoir capacity: 33 m³x10⁶

Construction Dates

Start of Project: 03/95

Start of RCC: 03/95

End of RCC: 06/99

End of Project: 09/99

Specifications

Height: 94 metres

Length: 352 metres

Volume of RCC: 528 m³x10³

Total volume: 54 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork with external geomembrane

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
420	420

Cementitious material

Cement (kg/m³)
81

Pozzolan (kg/m³)	Pozzolan Type
54	Low-lime flyash (ASTM Class F)

Yangxishui Nº3

Full Dam Information

Details

Country: China

Owner: Shaoguang Electricity Corporation Ltd

Type: Gravity

Purpose(s): Hydropower

River: Yangxishui

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 11/97

Start of RCC: 11/97

End of RCC: 06/99

End of Project: 07/00

Specifications

Height: 46 metres

Length: 202 metres

Volume of RCC: 100 m³x10³

Total volume: 139 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	Traditional concrete against formwork
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Bertarello

Full Dam Information

Details

Country: Brazil

Owner: CORSAN (Companhia Riograndense de Saneamento)

Type: Gravity

Purpose(s): Water Supply

River: Arroio Burati

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: 07/99

End of Project: -/00

Specifications

Height: 29 metres

Length: 219 metres

Volume of RCC: 80 m³x10³

Total volume: 115 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced concrete cast against precast units or slip-formed facing elements

Downstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement [stepped face]

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
72

Pozzolan (kg/m³)	Pozzolan Type
18	Natural pozzolan (ASTM Class N)

Ziga

Full Dam Information

Details

Country: Burkina Faso

Owner: Oner-Moz

Type: Gravity

Purpose(s): Water Supply

River: Nakambe

Reservoir capacity: 28 m³x10⁶

Construction Dates

Start of Project: 04/98

Start of RCC: 04/98

End of RCC: 08/99

End of Project: 07/00

Specifications

Height: 18 metres

Length: 120 metres

Volume of RCC: 44 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	RCC against precast concrete blocks [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	No pozzolan used

Baishi

Full Dam Information

Details

Country: China

Owner: Department of Water Resources, Liaoning Province

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Dalinghe

Reservoir capacity: 1645 m³x10⁶

Construction Dates

Start of Project: 09/96

Start of RCC: 09/96

End of RCC: 09/99

End of Project: 12/00

Specifications

Height: 49 metres

Length: 513 metres

Volume of RCC: 111 m³x10³

Total volume: 603 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
72

Pozzolan (kg/m³)	Pozzolan Type
58	Low-lime flyash (ASTM Class F)

Rosal

Full Dam Information

Details

Country: Brazil

Owner: Rosal Energia S.A.

Type: Gravity

Purpose(s): Hydropower

River: Itabapoana

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 04/98

Start of RCC: 04/98

End of RCC: 09/99

End of Project: -/00

Specifications

Height: 37 metres

Length: 212 metres

Volume of RCC: 45 m³x10³

Total volume: 75 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	RCC against formwork [stepped face]

Spillway

Slope	Type
	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
45

Pozzolan (kg/m³)	Pozzolan Type
55	Ground-granulated blast-furnace slag

Suçati

Full Dam Information

Details

Country: Turkey

Owner: ERE Electricity Co.

Type: Gravity

Purpose(s): Hydropower

River: Güredin Creek

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: 01/98

Start of RCC: 01/98

End of RCC: 10/99

End of Project: 10/99

Specifications

Height: 36 metres

Length: 192 metres

Volume of RCC: 55 m³x10³

Total volume: 60 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
0.80	RCC against precast concrete panels

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
50

Pozzolan (kg/m³)	Pozzolan Type
100	Ground-granulated blast-furnace slag

Barnard Creek Canyon Debris Dam

Full Dam Information

Details

Country: USA

Owner: Davis County Flood Control

Type: Gravity

Purpose(s): Flood Control

River: Barnard Creek

Reservoir capacity: -

Construction Dates

Start of Project: 08/99

Start of RCC: 08/99

End of RCC: 11/99

End of Project: 01/00

Specifications

Height: 18 metres

Length: 46 metres

Volume of RCC: 3 m³x10³

Total volume: 3 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.75	[stepped face]

Spillway

Slope	Type
0.75	[stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
108

Pozzolan (kg/m³)	Pozzolan Type
84	Low-lime flyash (ASTM Class F)

Barnard Creek Canyon Debris Dam completed

Hongpo

Full Dam Information

Details

Country: China

Owner: Xishan Xingyu Water Resources Corporation

Type: Arch-Gravity

Purpose(s): Water Supply

River: Qinggoushui

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 10/97

Start of RCC: 10/97

End of RCC: 11/99

End of Project: 12/99

Specifications

Height: 55 metres

Length: 244 metres

Volume of RCC: 71 m³x10³

Total volume: 77 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.50	Traditional concrete against formwork

Spillway

Slope	Type
0.50	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
54

Pozzolan (kg/m³)	Pozzolan Type
99	Low-lime flyash (ASTM Class F)

Nagashima sediment dam

Full Dam Information

Details

Country: Japan

Owner: Ministry of Construction

Type: Hardfill

Purpose(s): unknown

River: Ohi

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 03/97

Start of RCC: 03/97

End of RCC: 12/99

End of Project: 08/00

Specifications

Height: 33 metres

Length: 127 metres

Volume of RCC: 23 m³x10³

Total volume: 55 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
1.20	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
1.20	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
250	500
	1000

Cementitious material

Cement (kg/m³)
40

Pozzolan (kg/m³)	Pozzolan Type
50	Ground-granulated blast-furnace slag

Las Blancas

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Irrigation

River: Álomo & Soso

Reservoir capacity: 124 m³x10⁶

Construction Dates

Start of Project: 08/98

Start of RCC: 08/98

End of RCC: 12/99

End of Project: 11/00

Specifications

Height: 32 metres

Length: 2795 metres

Volume of RCC: 221 m³x10³

Total volume: 316 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with geomembrane

Downstream

Slope	Type
Vertical	RCC against precast concrete panels
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
100	Low-lime flyash (ASTM Class F)

Ponto Novo

Full Dam Information

Details

Country: Brazil

Owner: CERB (Companhia de Engenharia Rural da Bahia)

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Itapicuru-açu

Reservoir capacity: 39 m³x10⁶

Construction Dates

Start of Project: 05/98

Start of RCC: 05/98

End of RCC: 12/99

End of Project: 02/00

Specifications

Height: 26 metres

Length: 266 metres

Volume of RCC: 90 m³x10³

Total volume: 105 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	RCC against formwork [stepped face]

Spillway

Slope	Type
	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
72

Pozzolan (kg/m³)	Pozzolan Type
18	Natural pozzolan (ASTM Class N)

Antacoto

Full Dam Information

Details

Country: Peru

Owner: -

Type: Gravity

Purpose(s): unknown

River: Mantaro

Reservoir capacity: 120 m³x10⁶

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/99

End of Project: -/99

Specifications

Height: 17 metres

Length: 65 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	No pozzolan used

Zanja Honda

Full Dam Information

Details

Country: Colombia

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Chenche

Reservoir capacity: -

Construction Dates

Start of Project: -/97

Start of RCC: -/97

End of RCC: -/99

End of Project: -/00

Specifications

Height: 24 metres

Length: -

Volume of RCC: 75 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
75

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Nam Leuk spillway

Full Dam Information

Details

Country: Laos

Owner: EDL Generation Public Co. Ltd

Type: Gravity

Purpose(s): Hydropower

River: Nam Leuk

Reservoir capacity: 185 m³x10⁶

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/99

End of Project: -/00

Specifications

Height: 15 metres

Length: 60 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Kubusugawa

Full Dam Information

Details

Country: Japan

Owner: Toyama Prefecture

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Kubusu

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 03/93

Start of RCC: 03/93

End of RCC: -/99

End of Project: 10/02

Specifications

Height: 95 metres

Length: 253 metres

Volume of RCC: 364 m³x10³

Total volume: 469 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.40	Traditional concrete against formwork

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
36	Low-lime flyash (ASTM Class F)

Bullard Creek

Full Dam Information

Details

Country: USA

Owner: Natural Resources Conservation Service

Type: Gravity

Purpose(s): Flood Control

River: Bullard Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 10/98

Start of RCC: 10/98

End of RCC: -/99

End of Project: -/99

Specifications

Height: 16 metres

Length: 110 metres

Volume of RCC: 7 m³x10³

Total volume: 7 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
Vertical	RCC against formwork [stepped face]
0.75

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
148

Pozzolan (kg/m³)	Pozzolan Type
44	Low-lime flyash (ASTM Class F)

Ohnagami

Full Dam Information

Details

Country: Japan

Owner: Simane Prefecture

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Sutu

Reservoir capacity: 19 m³x10⁶

Construction Dates

Start of Project: 03/93

Start of RCC: 03/93

End of RCC: 04/00

End of Project: 03/03

Specifications

Height: 72 metres

Length: 334 metres

Volume of RCC: 284 m³x10³

Total volume: 362 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.25	Traditional concrete against formwork

Downstream

Slope	Type
0.79	Traditional concrete against formwork

Spillway

Slope	Type
0.79	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
36	Low-lime flyash (ASTM Class F)

Gaobazhou

Full Dam Information

Details

Country: China

Owner: Qingjiang Hydropower Development Corporation

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Qingjiang

Reservoir capacity: 536 m³x10⁶

Construction Dates

Start of Project: 05/97

Start of RCC: 05/97

End of RCC: 04/00

End of Project: 01/01

Specifications

Height: 57 metres

Length: 440 metres

Volume of RCC: 210 m³x10³

Total volume: 940 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with hot poured membrane

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
123
86

Pozzolan (kg/m³)	Pozzolan Type
100	Low-lime flyash (ASTM Class F)
86

Trout Creek

Full Dam Information

Details

Country: USA

Owner: Paul Moltz

Type: Gravity

Purpose(s): Irrigation / Recreation

River: Trout Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 08/99

Start of RCC: 08/99

End of RCC: 05/00

End of Project: 07/00

Specifications

Height: 31 metres

Length: 38 metres

Volume of RCC: 9 m³x10³

Total volume: 10 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
163

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Pickle Jar

Full Dam Information

Details

Country: USA

Owner: Paradise Valley Estates

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 10/99

Start of RCC: 10/99

End of RCC: 05/00

End of Project: 08/00

Specifications

Height: 16 metres

Length: 57 metres

Volume of RCC: 331 m³x10³

Total volume: 331 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Beni Haroun

Full Dam Information

Details

Country: Algeria

Owner: ANBT (Agence Nationale des Barrages et Transferts)

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: El Kebir

Reservoir capacity: 963 m³x10⁶

Construction Dates

Start of Project: 01/93

Start of RCC: 01/93

End of RCC: 07/00

End of Project: 12/00

Specifications

Height: 118 metres

Length: 714 metres

Volume of RCC: 1690 m³x10³

Total volume: 1900 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
82

Pozzolan (kg/m³)	Pozzolan Type
143	Low-lime flyash (ASTM Class F)

Origawa

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure & Transport

Type: Gravity

Purpose(s): Flood Control / Navigation

River: Ori

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: 02/93

Start of RCC: 02/93

End of RCC: 07/00

End of Project: 03/04

Specifications

Height: 114 metres

Length: 331 metres

Volume of RCC: 673 m³x10³

Total volume: 742 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.60	Traditional concrete against formwork

Downstream

Slope	Type
0.77	Traditional concrete against formwork

Spillway

Slope	Type
0.77	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
91

Pozzolan (kg/m³)	Pozzolan Type
39	Low-lime flyash (ASTM Class F)

Karkheh (Pie Pol)

Full Dam Information

Details

Country: Iran

Owner: Khuzestan Water & Energy Authority

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Karkeh

Reservoir capacity: 40 m³x10⁶

Construction Dates

Start of Project: 02/98

Start of RCC: 02/98

End of RCC: 07/00

End of Project: -/01

Specifications

Height: 34 metres

Length: 350 metres

Volume of RCC: 130 m³x10³

Total volume: 270 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type
ogee	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
97

Pozzolan (kg/m³)	Pozzolan Type
33	No pozzolan used

Shinmiyagawa

Full Dam Information

Details

Country: Japan

Owner: Ministry of Agriculture

Type: Gravity

Purpose(s): Irrigation

River: Miya

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 03/94

Start of RCC: 03/94

End of RCC: 08/00

End of Project: 03/03

Specifications

Height: 69 metres

Length: 325 metres

Volume of RCC: 393 m³x10³

Total volume: 480 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.83	Traditional concrete against formwork

Spillway

Slope	Type
0.83	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
91

Pozzolan (kg/m³)	Pozzolan Type
39	Low-lime flyash (ASTM Class F)

Pajarito Canyon

Full Dam Information

Details

Country: USA

Owner: US Department of Energy (Los Alamos Lab.)/US Army Corps of Engineers

Type: Gravity

Purpose(s): Flood Control

River: Pajarito

Reservoir capacity: 8 m³x10⁶

Construction Dates

Start of Project: 06/00

Start of RCC: 06/00

End of RCC: 08/00

End of Project: 09/00

Specifications

Height: 36 metres

Length: 112 metres

Volume of RCC: 48 m³x10³

Total volume: 48 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC supported by fill shoulders

Downstream

Slope	Type
1.00	Unformed face of RCC

Spillway

Slope	Type
conduit

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
148

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Porce II

Full Dam Information

Details

Country: Colombia

Owner: EPM (Empresas Públicas de Medellín)

Type: Gravity

Purpose(s): Hydropower

River: Porce

Reservoir capacity: 211 m³x10⁶

Construction Dates

Start of Project: 11/94

Start of RCC: 11/94

End of RCC: 09/00

End of Project: 03/01

Specifications

Height: 123 metres

Length: 425 metres

Volume of RCC: 1305 m³x10³

Total volume: 1445 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Slip-formed/extruded facing elements

Downstream

Slope	Type
0.35	Slip-formed/extruded facing elements [stepped face]
0.75

Spillway

Slope	Type
0.75	Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
132
120

Pozzolan (kg/m³)	Pozzolan Type
88	Natural pozzolan (ASTM Class N)
80

Tucuruí - 2nd Phase

Full Dam Information

Details

Country: Brazil

Owner: Eletronorte SA

Type: Gravity

Purpose(s): Hydropower

River: Tocantins

Reservoir capacity: 45800 m³x10⁶

Construction Dates

Start of Project: 06/98

Start of RCC: 06/98

End of RCC: 09/00

End of Project: 10/05

Specifications

Height: 78 metres

Length: 1541 metres

Volume of RCC: 288 m³x10³

Total volume: 1383 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	RCC against formwork

Downstream

Slope	Type
	RCC against formwork [stepped face]

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

Pozzolan (kg/m³)	Pozzolan Type
30	Natural pozzolan (ASTM Class N)

Inyaka

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Gravity

Purpose(s): Water Supply

River: Marite

Reservoir capacity: 123 m³x10⁶

Construction Dates

Start of Project: 01/96

Start of RCC: 01/96

End of RCC: 10/00

End of Project: 03/02

Specifications

Height: 53 metres

Length: 350 metres

Volume of RCC: 160 m³x10³

Total volume: 327 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.68	Traditional concrete against formwork

Spillway

Slope	Type
0.68	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
120	Low-lime flyash (ASTM Class F)

Dona Francisca

Full Dam Information

Details

Country: Brazil

Owner: Dona Francisca Energértica SA

Type: Gravity

Purpose(s): Hydropower

River: Jacuí

Reservoir capacity: 335 m³x10⁶

Construction Dates

Start of Project: 08/98

Start of RCC: 08/98

End of RCC: 10/00

End of Project: 12/00

Specifications

Height: 63 metres

Length: 670 metres

Volume of RCC: 485 m³x10³

Total volume: 503 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
72

Pozzolan (kg/m³)	Pozzolan Type
18	Natural pozzolan (ASTM Class N)

Tannur

Full Dam Information

Details

Country: Jordan

Owner: Jordan Valley Authority, Ministry of Water and Irrigation

Type: Gravity

Purpose(s): Irrigation

River: Wadi al Hasa

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 02/99

Start of RCC: 02/99

End of RCC: 12/00

End of Project: 09/01

Specifications

Height: 60 metres

Length: 270 metres

Volume of RCC: 250 m³x10³

Total volume: 250 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)
1.00

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	1200

Cementitious material

Cement (kg/m³)
125
120

Pozzolan (kg/m³)	Pozzolan Type
75	Natural pozzolan (ASTM Class N)
50

Dagangou

Full Dam Information

Details

Country: China

Owner: Ge'ermu Hydroelectric Responsibility Corporation Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Geermu

Reservoir capacity: 9780 m³x10⁶

Construction Dates

Start of Project: -/96

Start of RCC: -/96

End of RCC: -/00

End of Project: -/01

Specifications

Height: 40 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Santa Cruz do Apodi

Full Dam Information

Details

Country: Brazil

Owner: Secretaria Estadual do Meio Ambiente e Recursos Hídricos do Rio Grande do Norte

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Apodi

Reservoir capacity: 600 m³x10⁶

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/00

End of Project: 03/02

Specifications

Height: 48 metres

Length: 1660 metres

Volume of RCC: 1023 m³x10³

Total volume: 1120 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Shankou Nº3

Full Dam Information

Details

Country: China

Owner: Shixing County Power Development Corporation

Type: Thin Arch

Purpose(s): Flood Control / Hydropower

River: Du’anshui (Chengjiang)

Reservoir capacity: 48 m³x10⁶

Construction Dates

Start of Project: 09/99

Start of RCC: 09/99

End of RCC: 01/01

End of Project: 03/01

Specifications

Height: 57 metres

Length: 179 metres

Volume of RCC: 90 m³x10³

Total volume: 119 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
330	3000

Cementitious material

Cement (kg/m³)
105
63

Pozzolan (kg/m³)	Pozzolan Type
86	Low-lime flyash (ASTM Class F)
80

Tiúma

Full Dam Information

Details

Country: Brazil

Owner: COMPESA (Companhia Pernambucana de Saneamento)

Type: Gravity

Purpose(s): Water Supply

River: Tiúma

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: 01/01

End of Project: 05/01

Specifications

Height: 16 metres

Length: 132 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

R'mil

Full Dam Information

Details

Country: Tunisia

Owner: Ministre de l’Agriculture

Type: Gravity

Purpose(s): Irrigation

River: R’mil

Reservoir capacity: 44 m³x10⁶

Construction Dates

Start of Project: 08/99

Start of RCC: 08/99

End of RCC: 05/01

End of Project: 11/01

Specifications

Height: 18 metres

Length: 260 metres

Volume of RCC: 64 m³x10³

Total volume: 160 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC supported by fill shoulders

Downstream

Slope	Type
0.90	Mechanically compacted unformed face of RCC

Spillway

Slope	Type
0.90	Reinforced conventional concrete cast after RCC placement [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Longshou Nº1

Full Dam Information

Details

Country: China

Owner: Department of Electricity, Gansu Province

Type: Arch-Gravity

Purpose(s): Hydropower

River: Heihe

Reservoir capacity: 13 m³x10⁶

Construction Dates

Start of Project: 04/99

Start of RCC: 04/99

End of RCC: 06/01

End of Project: 09/01

Specifications

Height: 80 metres

Length: 258 metres

Volume of RCC: 187 m³x10³

Total volume: 210 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.20	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
96
58

Pozzolan (kg/m³)	Pozzolan Type
109	Low-lime flyash (ASTM Class F)
113

Shimenzi

Full Dam Information

Details

Country: China

Owner: Shimenzi Reservoir Engineering Management Office

Type: Thin Arch

Purpose(s): Hydropower / Irrigation / Water Supply

River: Taxi

Reservoir capacity: 80 m³x10⁶

Construction Dates

Start of Project: 06/98

Start of RCC: 06/98

End of RCC: 06/01

End of Project: 10/01

Specifications

Height: 110 metres

Length: 176 metres

Volume of RCC: 188 m³x10³

Total volume: 211 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.142	RCC against formwork (GEVR/GE-RCC)
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
Vertical	RCC against formwork
0.18	RCC against formwork

Spillway

Slope	Type
crest	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
93
62

Pozzolan (kg/m³)	Pozzolan Type
110	Low-lime flyash (ASTM Class F)
110

Safad

Full Dam Information

Details

Country: UAE

Owner: Ministry of Agriculture and Fisheries

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: -

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: 06/01

End of Project: -/01

Specifications

Height: 19 metres

Length: 100 metres

Volume of RCC: 9 m³x10³

Total volume: 10 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

North Fork Hughes River

Full Dam Information

Details

Country: USA

Owner: USDA Natural Resources Conservation Service

Type: Gravity

Purpose(s): Flood Control / Recreation / Water Supply

River: North Fork Hughes River

Reservoir capacity: 1480 m³x10⁶

Construction Dates

Start of Project: 07/99

Start of RCC: 07/99

End of RCC: 07/01

End of Project: -/01

Specifications

Height: 26 metres

Length: 200 metres

Volume of RCC: 65 m³x10³

Total volume: 65 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with geomembrane

Downstream

Slope	Type
0.80	RCC against precast concrete blocks

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
59
107

Pozzolan (kg/m³)	Pozzolan Type
59	Low-lime flyash (ASTM Class F)
65

Chubetsu

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure and Transport

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Chubetu

Reservoir capacity: 93 m³x10⁶

Construction Dates

Start of Project: 03/94

Start of RCC: 03/94

End of RCC: 08/01

End of Project: 03/04

Specifications

Height: 86 metres

Length: 290 metres

Volume of RCC: 523 m³x10³

Total volume: 1007 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.80	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750
	1000

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
36	Low-lime flyash (ASTM Class F)

Showkah

Full Dam Information

Details

Country: UAE

Owner: Ministry of Agriculture and Fisheries

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: -

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: 10/01

End of Project: -/01

Specifications

Height: 24 metres

Length: 105 metres

Volume of RCC: 18 m³x10³

Total volume: 20 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Reinforced conventional concrete cast before RCC placement

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Dachaoshan

Full Dam Information

Details

Country: China

Owner: Department of Electricity, Yunnan Province

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Lancang (Mekong)

Reservoir capacity: 89 m³x10⁶

Construction Dates

Start of Project: 10/97

Start of RCC: 10/97

End of RCC: 10/01

End of Project: 07/02

Specifications

Height: 115 metres

Length: 481 metres

Volume of RCC: 757 m³x10³

Total volume: 1287 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)
0.20

Downstream

Slope	Type
0.70	RCC against precast concrete blocks [stepped face]

Spillway

Slope	Type
0.70	Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
94
67

Pozzolan (kg/m³)	Pozzolan Type
94	Natural pozzolan (ASTM Class N)
101

Cana Brava

Full Dam Information

Details

Country: Brazil

Owner: Companhia Energética Mercosul (of the Tractebel Group)

Type: Gravity

Purpose(s): Hydropower

River: Tocantins

Reservoir capacity: 2300 m³x10⁶

Construction Dates

Start of Project: 03/99

Start of RCC: 03/99

End of RCC: 10/01

End of Project: 10/02

Specifications

Height: 67 metres

Length: 510 metres

Volume of RCC: 527 m³x10³

Total volume: 833 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	RCC against formwork [stepped face]

Spillway

Slope	Type
ogee	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
40

Pozzolan (kg/m³)	Pozzolan Type
50	Ground-granulated blast-furnace slag

Mianhuatan

Full Dam Information

Details

Country: China

Owner: Mianhuatan Hydroelectric Development Corporation

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation / Water Supply

River: Ting

Reservoir capacity: 2035 m³x10⁶

Construction Dates

Start of Project: 04/98

Start of RCC: 04/98

End of RCC: 11/01

End of Project: 04/02

Specifications

Height: 111 metres

Length: 302 metres

Volume of RCC: 500 m³x10³

Total volume: 615 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with hot poured membrane

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.70	Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
82
59 48

Pozzolan (kg/m³)	Pozzolan Type
100	Low-lime flyash (ASTM Class F)
88 88

Fukuchiyama

Full Dam Information

Details

Country: Japan

Owner: Fukuoka Prefecture

Type: Gravity

Purpose(s): Flood Control / Navigation / Water Supply

River: Fukuti

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 10/98

Start of RCC: 10/98

End of RCC: 12/01

End of Project: 03/03

Specifications

Height: 65 metres

Length: 255 metres

Volume of RCC: 115 m³x10³

Total volume: 201 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
36	Low-lime flyash (ASTM Class F)

Castanhão

Full Dam Information

Details

Country: Brazil

Owner: DNOCS/Minas Gerais

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Congonhas

Reservoir capacity: 6700 m³x10⁶

Construction Dates

Start of Project: 10/99

Start of RCC: 10/99

End of RCC: 12/01

End of Project: -/02

Specifications

Height: 85 metres

Length: 668 metres

Volume of RCC: 890 m³x10³

Total volume: 1030 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Lajeado (Luis Eduardo Magalhães)

Full Dam Information

Details

Country: Brazil

Owner: Investco (Tractebel)

Type: Gravity

Purpose(s): Hydropower

River: Tocantins

Reservoir capacity: 4982 m³x10⁶

Construction Dates

Start of Project: 07/98

Start of RCC: 07/98

End of RCC: 12/01

End of Project: 12/02

Specifications

Height: 43 metres

Length: 2100 metres

Volume of RCC: 188 m³x10³

Total volume: 210 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
30

Pozzolan (kg/m³)	Pozzolan Type
40	Ground-granulated blast-furnace slag

Lajeado (Luis Eduardo Magalhães) completed

Yanwangbizi

Full Dam Information

Details

Country: China

Owner: Chaoyang Water Conservancy Bureau

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Daling

Reservoir capacity: 217 m³x10⁶

Construction Dates

Start of Project: -/96

Start of RCC: -/96

End of RCC: -/01

End of Project: -/02

Specifications

Height: 35 metres

Length: 383 metres

Volume of RCC: 87 m³x10³

Total volume: 220 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
64

Pozzolan (kg/m³)	Pozzolan Type
118	Low-lime flyash (ASTM Class F)

Rivaldo de Carvalho

Full Dam Information

Details

Country: Brazil

Owner: Companhia de Gestão dos Recursos Hídricos

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Condado

Reservoir capacity: 20 m³x10⁶

Construction Dates

Start of Project: -/95

Start of RCC: -/95

End of RCC: -/01

End of Project: 12/02

Specifications

Height: 18 metres

Length: 270 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ueno

Full Dam Information

Details

Country: Japan

Owner: Tokyo Electric Power Company

Type: Gravity

Purpose(s): Hydropower

River: Jinryu

Reservoir capacity: 19 m³x10⁶

Construction Dates

Start of Project: 03/97

Start of RCC: 03/97

End of RCC: -/01

End of Project: 06/05

Specifications

Height: 120 metres

Length: 350 metres

Volume of RCC: 269 m³x10³

Total volume: 720 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.30	Traditional concrete against formwork

Downstream

Slope	Type
0.84	Traditional concrete against formwork

Spillway

Slope	Type
0.84	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
200	1000

Cementitious material

Cement (kg/m³)
77
70

Pozzolan (kg/m³)	Pozzolan Type
33	Low-lime flyash (ASTM Class F)
30

Umari

Full Dam Information

Details

Country: Brazil

Owner: DNOCS (Departamento Nacional de Obras Contra a Seca)

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: do Carmo

Reservoir capacity: 293 m³x10⁶

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/01

End of Project: -/01

Specifications

Height: 42 metres

Length: 2308 metres

Volume of RCC: 655 m³x10³

Total volume: 660 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Funil

Full Dam Information

Details

Country: Brazil

Owner: Aliança Geração de Energia SA

Type: Gravity

Purpose(s): Hydropower

River: Rio Grande

Reservoir capacity: 285 m³x10⁶

Construction Dates

Start of Project: -/97

Start of RCC: -/97

End of RCC: -/01

End of Project: 12/02

Specifications

Height: 50 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Yushi

Full Dam Information

Details

Country: China

Owner: Yushi Reservoir Construction Management Bureau

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Biliuhe

Reservoir capacity: 89 m³x10⁶

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/01

End of Project: -/02

Specifications

Height: 50 metres

Length: 267 metres

Volume of RCC: 218 m³x10³

Total volume: 233 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
70

Pozzolan (kg/m³)	Pozzolan Type
70	Low-lime flyash (ASTM Class F)

Pedras Altas

Full Dam Information

Details

Country: Brazil

Owner: CERB (Companhia de Engenharia Rural da Bahia)

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Itapicuru-mirim

Reservoir capacity: -

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/01

End of Project: -/01

Specifications

Height: 24 metres

Length: 1090 metres

Volume of RCC: 42 m³x10³

Total volume: 60 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
34

Pozzolan (kg/m³)	Pozzolan Type
41	Ground-granulated blast-furnace slag

Pirapama

Full Dam Information

Details

Country: Brazil

Owner: CAGEPE (Companhia Pernambucana de Saneamento)

Type: Gravity

Purpose(s): Water Supply

River: Pirapama

Reservoir capacity: 61 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/01

End of Project: -/01

Specifications

Height: 25 metres

Length: 300 metres

Volume of RCC: 87 m³x10³

Total volume: 137 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
72

Pozzolan (kg/m³)	Pozzolan Type
18	No pozzolan used

Estreito

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Curimatá

Reservoir capacity: 24 m³x10⁶

Construction Dates

Start of Project: -/97

Start of RCC: -/97

End of RCC: -/01

End of Project: 11/02

Specifications

Height: 26 metres

Length: 300 metres

Volume of RCC: 12 m³x10³

Total volume: 14 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

Pozzolan (kg/m³)	Pozzolan Type
16	Natural pozzolan (ASTM Class N)

Xiaoxihe

Full Dam Information

Details

Country: China

Owner: Department of Electricity, Feng Shun County

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Xiaoxihe

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: -/01

End of Project: -/02

Specifications

Height: 62 metres

Length: 103 metres

Volume of RCC: 47 m³x10³

Total volume: 66 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Shuangkengkou

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Xiaoxihe

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: -/01

End of Project: -/02

Specifications

Height: 68 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Peñas Blancas

Full Dam Information

Details

Country: Costa Rica

Owner: ICE (Instituto Costarricense de Electricidad)

Type: Gravity

Purpose(s): Hydropower

River: Peñas Blancas

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 04/00

Start of RCC: 04/00

End of RCC: 01/02

End of Project: 07/02

Specifications

Height: 48 metres

Length: 211 metres

Volume of RCC: 120 m³x10³

Total volume: 170 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
35	Natural pozzolan (ASTM Class N)

Helong

Full Dam Information

Details

Country: China

Owner: Electricity Corporation, Yanji

Type: Gravity

Purpose(s): Hydropower / Recreation / Water Supply

River: Hailanhe

Reservoir capacity: 30 m³x10⁶

Construction Dates

Start of Project: 11/98

Start of RCC: 11/98

End of RCC: 01/02

End of Project: 12/02

Specifications

Height: 30 metres

Length: 244 metres

Volume of RCC: 43 m³x10³

Total volume: 89 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against precast concrete blocks

Spillway

Slope	Type
ogee	RCC against precast concrete blocks [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	2000

Cementitious material

Cement (kg/m³)
113

Pozzolan (kg/m³)	Pozzolan Type
113	Low-lime flyash (ASTM Class F)

Mae Suai

Full Dam Information

Details

Country: Thailand

Owner: Royal Irrigation Department (RID)

Type: Gravity

Purpose(s): Irrigation

River: Mae Suai

Reservoir capacity: 73 m³x10⁶

Construction Dates

Start of Project: 11/99

Start of RCC: 11/99

End of RCC: 01/02

End of Project: 07/02

Specifications

Height: 59 metres

Length: 340 metres

Volume of RCC: 300 m³x10³

Total volume: 350 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.15	RCC supported by fill shoulders

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

Pozzolan (kg/m³)	Pozzolan Type
80 to	Low-lime flyash (ASTM Class F)

Hunting Run

Full Dam Information

Details

Country: USA

Owner: Spotsylvania County

Type: Gravity

Purpose(s): Water Supply

River: Hunting Run

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 05/00

Start of RCC: 05/00

End of RCC: 01/02

End of Project: 08/02

Specifications

Height: 36 metres

Length: 720 metres

Volume of RCC: 115 m³x10³

Total volume: 128 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with geomembrane

Downstream

Slope	Type
	Unformed face of RCC

Spillway

Slope	Type
	Unformed face of RCC

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
74

Pozzolan (kg/m³)	Pozzolan Type
37	Low-lime flyash (ASTM Class F)

La Cañada

Full Dam Information

Details

Country: Bolivia

Owner: Prefectura del Departamento de Santa Cruz

Type: Gravity

Purpose(s): Irrigation

River: Comarapa

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 08/00

Start of RCC: 08/00

End of RCC: 02/02

End of Project: 06/02

Specifications

Height: 52 metres

Length: 154 metres

Volume of RCC: 72 m³x10³

Total volume: 77 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.22	RCC against formwork (GEVR/GE-RCC)
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
305	305

Cementitious material

Cement (kg/m³)
140

Pozzolan (kg/m³)	Pozzolan Type
100	Natural pozzolan (ASTM Class N)

Wala

Full Dam Information

Details

Country: Jordan

Owner: Jordan Valley Authority, Ministry of Water and Irrigation

Type: Gravity

Purpose(s): Groundwater Recharge

River: Wala

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: 01/99

Start of RCC: 01/99

End of RCC: 04/02

End of Project: 04/03

Specifications

Height: 52 metres

Length: 300 metres

Volume of RCC: 240 m³x10³

Total volume: 260 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.30	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
120
100

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used
0

Shapai

Full Dam Information

Details

Country: China

Owner: Sichuan Minjiang Hydropower Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Caopohe

Reservoir capacity: 18 m³x10⁶

Construction Dates

Start of Project: 06/97

Start of RCC: 06/97

End of RCC: 05/02

End of Project: 04/03

Specifications

Height: 132 metres

Length: 230 metres

Volume of RCC: 380 m³x10³

Total volume: 392 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)
0.10

Downstream

Slope	Type
0.21	RCC against formwork

Spillway

Slope	Type
crest	Traditional concrete against formwork
0.21

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
108
89

Pozzolan (kg/m³)	Pozzolan Type
72	Low-lime flyash (ASTM Class F)
89

Camará

Full Dam Information

Details

Country: Brazil

Owner: Estado da Paraiba (Companhia de Aguas e Esgotus)

Type: Gravity

Purpose(s): Water Supply

River: Riachäo

Reservoir capacity: 27 m³x10⁶

Construction Dates

Start of Project: 05/00

Start of RCC: 05/00

End of RCC: 06/02

End of Project: -/02

Specifications

Height: 56 metres

Length: 296 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Kutani

Full Dam Information

Details

Country: Japan

Owner: Isikawa Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Daishoji

Reservoir capacity: 25 m³x10⁶

Construction Dates

Start of Project: 12/96

Start of RCC: 12/96

End of RCC: 07/02

End of Project: 03/06

Specifications

Height: 76 metres

Length: 280 metres

Volume of RCC: 188 m³x10³

Total volume: 360 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.80	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
36	Low-lime flyash (ASTM Class F)

Miel I

Full Dam Information

Details

Country: Colombia

Owner: Isagen S.A. E.S.P. - Hidromiel S.A. E.S.P.

Type: Gravity

Purpose(s): Hydropower

River: La Miel

Reservoir capacity: 565 m³x10⁶

Construction Dates

Start of Project: 12/97

Start of RCC: 12/97

End of RCC: 07/02

End of Project: 10/02

Specifications

Height: 188 metres

Length: 345 metres

Volume of RCC: 1669 m³x10³

Total volume: 1730 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork with external geomembrane (GEVR/GE-RCC)

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]
1.00

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement
1.00

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85 to

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Randleman Lake

Full Dam Information

Details

Country: USA

Owner: Piedmont Triad Regional Water Authority

Type: Gravity

Purpose(s): Recreation / Water Supply

River: Deep

Reservoir capacity: 84 m³x10⁶

Construction Dates

Start of Project: 07/01

Start of RCC: 07/01

End of RCC: 07/02

End of Project: 01/03

Specifications

Height: 31 metres

Length: 280 metres

Volume of RCC: 70 m³x10³

Total volume: 76 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
89

Pozzolan (kg/m³)	Pozzolan Type
104	Low-lime flyash (ASTM Class F)

Xiaoyangxi (and saddle dam)

Full Dam Information

Details

Country: China

Owner: Guizhou Province Electric Power Co.

Type: Gravity

Purpose(s): Water Supply

River: Xia Oyangxi

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: 05/00

Start of RCC: 05/00

End of RCC: 10/02

End of Project: 12/03

Specifications

Height: 45 metres

Length: 118 metres

Volume of RCC: 47 m³x10³

Total volume: 49 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
350	3500

Cementitious material

Cement (kg/m³)
138
60

Pozzolan (kg/m³)	Pozzolan Type
113	Low-lime flyash (ASTM Class F)
90

Steno

Full Dam Information

Details

Country: Greece

Owner: Ministry of Agriculture

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Steno

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 02/00

Start of RCC: 02/00

End of RCC: 10/02

End of Project: 06/03

Specifications

Height: 32 metres

Length: 170 metres

Volume of RCC: 69 m³x10³

Total volume: 70 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.70	Reinforced concrete cast against precast units or slip-formed facing elements

Downstream

Slope	Type
0.70	RCC against precast concrete blocks

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
200 -	200 -
300	300

Cementitious material

Cement (kg/m³)
55

Pozzolan (kg/m³)	Pozzolan Type
5	Natural pozzolan (ASTM Class N)

Olivenhain

Full Dam Information

Details

Country: USA

Owner: San Diego County Water Authority

Type: Gravity

Purpose(s): Water Supply

River: Escondido Creek

Reservoir capacity: 30 m³x10⁶

Construction Dates

Start of Project: 06/01

Start of RCC: 06/01

End of RCC: 10/02

End of Project: 07/03

Specifications

Height: 97 metres

Length: 788 metres

Volume of RCC: 1070 m³x10³

Total volume: 1140 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork with external geomembrane (GEVR/GE-RCC)

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
74

Pozzolan (kg/m³)	Pozzolan Type
121	Low-lime flyash (ASTM Class F)

Yangxishui Nº1

Full Dam Information

Details

Country: China

Owner: Corporation of Energy Development, Ruyuan County, Guangdong Province

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Yangxi

Reservoir capacity: 100 m³x10⁶

Construction Dates

Start of Project: 12/00

Start of RCC: 12/00

End of RCC: 11/02

End of Project: 06/03

Specifications

Height: 82 metres

Length: 244 metres

Volume of RCC: 241 m³x10³

Total volume: 340 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	Traditional concrete against formwork
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Carnaúba

Full Dam Information

Details

Country: Brazil

Owner: Secretaria Recursos Hídricos

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Quixeré

Reservoir capacity: 26 m³x10⁶

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: 11/02

End of Project: -/03

Specifications

Height: 19 metres

Length: 700 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type
	[stepped face]

Spillway

Slope	Type
	[stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Koyama

Full Dam Information

Details

Country: Japan

Owner: Ibaraki Prefecture

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Ohkita

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 11/94

Start of RCC: 11/94

End of RCC: 12/02

End of Project: 03/05

Specifications

Height: 65 metres

Length: 462 metres

Volume of RCC: 270 m³x10³

Total volume: 531 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
36	Ground-granulated blast-furnace slag

Nankengyuan

Full Dam Information

Details

Country: China

Owner: Jiangning Nankengyuan Hydropower Development Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Xiaoxihe

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/02

End of Project: -/03

Specifications

Height: 34 metres

Length: 114 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

São Bento

Full Dam Information

Details

Country: Brazil

Owner: CASAN (Companhia Catarinense de Águas e Saneamento)

Type: Gravity

Purpose(s): Hydropower

River: São Bento

Reservoir capacity: 58 m³x10⁶

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: -/02

End of Project: -/03

Specifications

Height: 49 metres

Length: 461 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.80

Spillway

Slope	Type
0.80

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Hengxi

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Yangxi

Reservoir capacity: 100 m³x10⁶

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: -/02

End of Project: -/03

Specifications

Height: 82 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Passo do Meio

Full Dam Information

Details

Country: Brazil

Owner: Energética Campos de Cima da Serra Ltda

Type: Gravity

Purpose(s): Hydropower

River: das Antas

Reservoir capacity: 27 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: 10/03

Specifications

Height: 31 metres

Length: 110 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ormeo Junqueira Botelho (formerly Cachoeira da Encoberta)

Full Dam Information

Details

Country: Brazil

Owner: Rio Glória Energética S.A.

Type: Gravity

Purpose(s): Hydropower

River: Glória

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: -/02

End of Project: 12/03

Specifications

Height: 49 metres

Length: 218 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ormeo Junqueira Botelho (formerly Cachoeira da Encoberta) completed

Pedrinho 1

Full Dam Information

Details

Country: Brazil

Owner: Energetica Rio Pedrinho Ltda..

Type: Gravity

Purpose(s): Hydropower

River: Pedrinho

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: -/02

End of Project: -/03

Specifications

Height: 16 metres

Length: 110 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Itiquira I

Full Dam Information

Details

Country: Brazil

Owner: Itiquira Energética SA

Type: Gravity

Purpose(s): Hydropower

River: Itiquira

Reservoir capacity: -

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/03

Specifications

Height: 15 metres

Length: -

Volume of RCC: 22 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Furquim

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Hardfill

Purpose(s): Hydropower

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/03

Specifications

Height: 18 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ribeirão Riacho Pasto Velho

Full Dam Information

Details

Country: Brazil

Owner: CERB (Companhia de Engenharia Ambiental e Recursos Hidricos da Bahia)

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Pasto Velho

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/03

Specifications

Height: 27 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Guaporé

Full Dam Information

Details

Country: Brazil

Owner: Tangará Energia S/A

Type: Gravity

Purpose(s): Hydropower

River: Guaporé

Reservoir capacity: 18 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/03

Specifications

Height: 32 metres

Length: 152 metres

Volume of RCC: -

Total volume: 43 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

La Rosilla II

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Hardfill

Purpose(s): unknown

River: El Salto

Reservoir capacity: -

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/03

Specifications

Height: 35 metres

Length: 250 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Jauru

Full Dam Information

Details

Country: Brazil

Owner: Queiroz Galvão Energética SA (90%) and Cinco Estrelas Agropecuária e Participações Ltda (10%)

Type: Gravity

Purpose(s): Hydropower

River: Jauru

Reservoir capacity: 20 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/03

Specifications

Height: 51 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Junxi II

Full Dam Information

Details

Country: China

Owner: Longquan City Bureau of Hydropower

Type: Thin Arch

Purpose(s): Hydropower

River: Junxi

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/03

Specifications

Height: 69 metres

Length: 192 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Mujib

Full Dam Information

Details

Country: Jordan

Owner: Jordan Valley Authority, Ministry of Water and Irrigation

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Mujib

Reservoir capacity: 35 m³x10⁶

Construction Dates

Start of Project: 01/99

Start of RCC: 01/99

End of RCC: 02/03

End of Project: 11/03

Specifications

Height: 67 metres

Length: 490 metres

Volume of RCC: 654 m³x10³

Total volume: 694 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork with external geomembrane

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Wanmipo

Full Dam Information

Details

Country: China

Owner: Hunan Wuling Hydroelectric Development Corporation

Type: Gravity

Purpose(s): Hydropower / Navigation

River: Youshui

Reservoir capacity: 378 m³x10⁶

Construction Dates

Start of Project: 08/01

Start of RCC: 08/01

End of RCC: 05/03

End of Project: 05/04

Specifications

Height: 65 metres

Length: 238 metres

Volume of RCC: 141 m³x10³

Total volume: 376 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type
ogee	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
86
68

Pozzolan (kg/m³)	Pozzolan Type
103	Low-lime flyash (ASTM Class F)
83

Ahl Souss (formely Ait M’Zal)

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Izig

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 11/01

Start of RCC: 11/01

End of RCC: 05/03

End of Project: 01/04

Specifications

Height: 49 metres

Length: 222 metres

Volume of RCC: 50 m³x10³

Total volume: 27 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.85	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80
100

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used
0

Linhekou

Full Dam Information

Details

Country: China

Owner: Shaanxi Lan River Hydropower Development Corporation

Type: Thin Arch

Purpose(s): Hydropower / Irrigation

River: Lanhe

Reservoir capacity: 147 m³x10⁶

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: 06/03

End of Project: -/04

Specifications

Height: 100 metres

Length: 311 metres

Volume of RCC: 229 m³x10³

Total volume: 293 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
curve	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
curve	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
ogee	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
74
66

Pozzolan (kg/m³)	Pozzolan Type
111	Low-lime flyash (ASTM Class F)
111

Takizawa

Full Dam Information

Details

Country: Japan

Owner: Japan Water Agency

Type: Gravity

Purpose(s): Flood Control / Navigation / Water Supply

River: Nakatu

Reservoir capacity: 63 m³x10⁶

Construction Dates

Start of Project: 03/99

Start of RCC: 03/99

End of RCC: 06/03

End of Project: 03/07

Specifications

Height: 139 metres

Length: 424 metres

Volume of RCC: 810 m³x10³

Total volume: 1670 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.15	Traditional concrete against formwork
0.70	Traditional concrete against formwork

Downstream

Slope	Type
0.72	Traditional concrete against formwork

Spillway

Slope	Type
0.72	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	1000

Cementitious material

Cement (kg/m³)
84
72

Pozzolan (kg/m³)	Pozzolan Type
36	Low-lime flyash (ASTM Class F)
48

Nandoni (formerly Mutoti)

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Luvuvhu

Reservoir capacity: 164 m³x10⁶

Construction Dates

Start of Project: 04/98

Start of RCC: 04/98

End of RCC: 08/03

End of Project: 04/04

Specifications

Height: 47 metres

Length: 392 metres

Volume of RCC: 150 m³x10³

Total volume: 316 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
54

Pozzolan (kg/m³)	Pozzolan Type
129	Low-lime flyash (ASTM Class F)

El Esparragal

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Guadalquivir

Type: Gravity

Purpose(s): Environmental

River: Viar

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: 08/03

End of Project: 03/04

Specifications

Height: 21 metres

Length: 383 metres

Volume of RCC: 62 m³x10³

Total volume: 89 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.30	RCC against formwork (GEVR/GE-RCC) [stepped face]

Downstream

Slope	Type
0.90	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.90	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
68

Pozzolan (kg/m³)	Pozzolan Type
157	Low-lime flyash (ASTM Class F)

Ralco

Full Dam Information

Details

Country: Chile

Owner: ENDESA, Spain

Type: Gravity

Purpose(s): Hydropower

River: Bio-Bio

Reservoir capacity: 1200 m³x10⁶

Construction Dates

Start of Project: 08/99

Start of RCC: 08/99

End of RCC: 09/03

End of Project: 04/04

Specifications

Height: 155 metres

Length: 360 metres

Volume of RCC: 1596 m³x10³

Total volume: 1640 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
133
95 116

Pozzolan (kg/m³)	Pozzolan Type
57	Natural pozzolan (ASTM Class N)
50 41

Tizidong

Full Dam Information

Details

Country: China

Owner: Chongging Electricity Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Apeng

Reservoir capacity: 25 m³x10⁶

Construction Dates

Start of Project: 08/01

Start of RCC: 08/01

End of RCC: 10/03

End of Project: 11/03

Specifications

Height: 56 metres

Length: 193 metres

Volume of RCC: 72 m³x10³

Total volume: 161 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Huilong PSS - Upper dam

Full Dam Information

Details

Country: China

Owner: Henan Electric Power Corporation

Type: Gravity

Purpose(s): Hydropower

River: Huilonggou

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 06/01

Start of RCC: 06/01

End of RCC: 11/03

End of Project: -/05

Specifications

Height: 54 metres

Length: 208 metres

Volume of RCC: 73 m³x10³

Total volume: 76 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
none

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Bureyskaya

Full Dam Information

Details

Country: Russia

Owner: RusHydro

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Bureya

Reservoir capacity: 21000 m³x10⁶

Construction Dates

Start of Project: 01/76

Start of RCC: 01/76

End of RCC: -/03

End of Project: -/09

Specifications

Height: 139 metres

Length: 810 metres

Volume of RCC: 709 m³x10³

Total volume: 3538 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300 -	300 -
500	500

Cementitious material

Cement (kg/m³)
95 to

Pozzolan (kg/m³)	Pozzolan Type
25 to	Natural pozzolan (ASTM Class N)

Maobaguan

Full Dam Information

Details

Country: China

Owner: Shaanxi Hanjiang Hydropower Development Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Renhe

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/03

End of Project: -/04

Specifications

Height: 66 metres

Length: 120 metres

Volume of RCC: 81 m³x10³

Total volume: 106 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Shanggou

Full Dam Information

Details

Country: China

Owner: Xifeng County Water Conservancy Bureau

Type: Thin Arch

Purpose(s): Water Supply

River: Yangshui

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/03

End of Project: -/04

Specifications

Height: 39 metres

Length: 176 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Wangkeng

Full Dam Information

Details

Country: China

Owner: Wang Keng Power Station Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Tangkouxi

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/03

End of Project: -/04

Specifications

Height: 56 metres

Length: 159 metres

Volume of RCC: 38 m³x10³

Total volume: 40 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Rio Rejo

Full Dam Information

Details

Country: Peru

Owner: Yanacocha Mine

Type: Hardfill

Purpose(s): Environmental

River: Rejo

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/03

End of Project: -/04

Specifications

Height: 35 metres

Length: 125 metres

Volume of RCC: 30 m³x10³

Total volume: 33 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Liubo

Full Dam Information

Details

Country: China

Owner: Anhui Hydropower Development Co. Ltd.,

Type: Thin Arch

Purpose(s): Flood Control / Hydropower

River: Xipihe

Reservoir capacity: 51 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/03

End of Project: -/04

Specifications

Height: 70 metres

Length: 258 metres

Volume of RCC: 130 m³x10³

Total volume: 168 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Rompepicos en Corral des Palmas

Full Dam Information

Details

Country: Mexico

Owner: Secretaria de Desarrollo Urbano Y Obras Publicas, Gobierno Del Estado de Nuevo Leon

Type: Gravity

Purpose(s): Flood Control

River: Santa Catarina

Reservoir capacity: 100 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/03

End of Project: -/04

Specifications

Height: 109 metres

Length: 250 metres

Volume of RCC: 380 m³x10³

Total volume: 400 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with geomembrane

Downstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels
0.85	Unformed face of RCC [stepped face]

Spillway

Slope	Type
0.85	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65

Pozzolan (kg/m³)	Pozzolan Type
35	Low-lime flyash (ASTM Class F)

Rompepicos en Corral des Palmas completed

Ghatghar PPS - Upper dam

Full Dam Information

Details

Country: India

Owner: GoMWRD (Government of Maharashtra Water Resources Department)

Type: Gravity

Purpose(s): Hydropower

River: Pravara

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: 01/04

End of Project: 06/04

Specifications

Height: 15 metres

Length: 503 metres

Volume of RCC: 35 m³x10³

Total volume: 40 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.78	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.78	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
88

Pozzolan (kg/m³)	Pozzolan Type
132	Low-lime flyash (ASTM Class F)

Zhouning

Full Dam Information

Details

Country: China

Owner: Mindong Electromechanical Development Corporation

Type: Gravity

Purpose(s): Hydropower

River: Muyangxi

Reservoir capacity: 47 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: 03/04

End of Project: 06/04

Specifications

Height: 73 metres

Length: 206 metres

Volume of RCC: 159 m³x10³

Total volume: 199 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.72	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
67
50

Pozzolan (kg/m³)	Pozzolan Type
100	Low-lime flyash (ASTM Class F)
92

Huilong PSS - Lower dam

Full Dam Information

Details

Country: China

Owner: Henan Electric Power Corporation

Type: Gravity

Purpose(s): Hydropower

River: Huilonggou

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 06/01

Start of RCC: 06/01

End of RCC: 06/04

End of Project: -/05

Specifications

Height: 54 metres

Length: 175 metres

Volume of RCC: 88 m³x10³

Total volume: 105 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Khun Dan Prakan Chon (formerly Tha Dan)

Full Dam Information

Details

Country: Thailand

Owner: Royal Irrigation Department

Type: Gravity

Purpose(s): Irrigation

River: Nakhon Nayok

Reservoir capacity: 224 m³x10⁶

Construction Dates

Start of Project: 11/99

Start of RCC: 11/99

End of RCC: 07/04

End of Project: 01/05

Specifications

Height: 95 metres

Length: 2600 metres

Volume of RCC: 4900 m³x10³

Total volume: 5400 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Slip-formed/extruded facing elements
0.40

Downstream

Slope	Type
0.80	Slip-formed/extruded facing elements [stepped face]

Spillway

Slope	Type
0.80	Slip-formed/extruded facing elements [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
100	Low-lime flyash (ASTM Class F)

Khun Dan Prakan Chon (formerly Tha Dan) completed

Pedrógão

Full Dam Information

Details

Country: Portugal

Owner: EDIA (Empresa de Desenvolvimento e Infra-Estruturas do Alqueva)

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Guadiana

Reservoir capacity: 106 m³x10⁶

Construction Dates

Start of Project: 08/02

Start of RCC: 08/02

End of RCC: 08/04

End of Project: -/05

Specifications

Height: 43 metres

Length: 448 metres

Volume of RCC: 172 m³x10³

Total volume: 392 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
55

Pozzolan (kg/m³)	Pozzolan Type
165	Low-lime flyash (ASTM Class F)

Tamesna (formerly Boukerkour)

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Zamrine

Reservoir capacity: 56 m³x10⁶

Construction Dates

Start of Project: 05/03

Start of RCC: 05/03

End of RCC: 09/04

End of Project: 05/05

Specifications

Height: 69 metres

Length: 220 metres

Volume of RCC: 190 m³x10³

Total volume: 215 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
0	Natural pozzolan (ASTM Class N)

Tongkou

Full Dam Information

Details

Country: China

Owner: Beichuan Bashu Tongkou River Development Corporation

Type: Gravity

Purpose(s): Hydropower

River: Tongkou

Reservoir capacity: 36 m³x10⁶

Construction Dates

Start of Project: 10/98

Start of RCC: 10/98

End of RCC: -/04

End of Project: -/04

Specifications

Height: 72 metres

Length: 198 metres

Volume of RCC: 300 m³x10³

Total volume: 352 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
1.10	Traditional concrete against formwork

Spillway

Slope	Type
ogee	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Pingban

Full Dam Information

Details

Country: China

Owner: Guangxi-Guiguan Electric Power Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Nanpan

Reservoir capacity: 278 m³x10⁶

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: -/04

End of Project: 07/05

Specifications

Height: 62 metres

Length: 396 metres

Volume of RCC: 150 m³x10³

Total volume: 700 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.70	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
ogee	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Pau Ferro

Full Dam Information

Details

Country: Brazil

Owner: COMPESA (Companhia Pernambucana de Saneamento)

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/04

End of Project: -/05

Specifications

Height: 33 metres

Length: 210 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Xuanmiaoguan

Full Dam Information

Details

Country: China

Owner: Yineng Co., Ltd.

Type: Thin Arch

Purpose(s): unknown

River: -

Reservoir capacity: 41 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/04

End of Project: -/05

Specifications

Height: 66 metres

Length: 191 metres

Volume of RCC: -

Total volume: 66 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Monte Claro

Full Dam Information

Details

Country: Brazil

Owner: CERAN (Companhia Energética Rio das Antas)

Type: Gravity

Purpose(s): Hydropower

River: das Antas

Reservoir capacity: 23 m³x10⁶

Construction Dates

Start of Project: 04/02

Start of RCC: 04/02

End of RCC: -/04

End of Project: 12/04

Specifications

Height: 25 metres

Length: 180 metres

Volume of RCC: 35 m³x10³

Total volume: 66 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
15

João Leite Saneago

Full Dam Information

Details

Country: Brazil

Owner: SANEAGO (Saneamento de Goiás S.A.)

Type: Gravity

Purpose(s): Water Supply

River: João Leite

Reservoir capacity: 129 m³x10⁶

Construction Dates

Start of Project: 03/01

Start of RCC: 03/01

End of RCC: -/04

End of Project: -/04

Specifications

Height: 55 metres

Length: 380 metres

Volume of RCC: 270 m³x10³

Total volume: 290 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
20	Natural pozzolan (ASTM Class N)

Sanjiang

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): unknown

River: Sanjianghe

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/04

End of Project: -/04

Specifications

Height: 72 metres

Length: 138 metres

Volume of RCC: -

Total volume: 38 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Changtan

Full Dam Information

Details

Country: China

Owner: Guangdong Shanneng group Co.

Type: Thin Arch

Purpose(s): Hydropower

River: Tuwushui

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/04

End of Project: -/04

Specifications

Height: 53 metres

Length: 124 metres

Volume of RCC: -

Total volume: 29 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Nam Mang 3

Full Dam Information

Details

Country: Laos

Owner: EDL (Electricite du Laos)

Type: Gravity

Purpose(s): Hydropower

River: Nam Gnong

Reservoir capacity: 49 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/04

End of Project: 01/05

Specifications

Height: 28 metres

Length: 151 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Risoleta Neves (formerly Candonga)

Full Dam Information

Details

Country: Brazil

Owner: Alianca Geracao de Energia S.A.

Type: Gravity

Purpose(s): Hydropower

River: Doce

Reservoir capacity: 54 m³x10⁶

Construction Dates

Start of Project: 05/01

Start of RCC: 05/01

End of RCC: -/04

End of Project: 05/05

Specifications

Height: 53 metres

Length: 437 metres

Volume of RCC: 236 m³x10³

Total volume: 248 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
40

Pozzolan (kg/m³)	Pozzolan Type
50	Ground-granulated blast-furnace slag

Risoleta Neves (formerly Candonga) under construction

Quixeramobim

Full Dam Information

Details

Country: Brazil

Owner: DNOCS (Departamento Nacional de Obras Contra as Secas)

Type: Gravity

Purpose(s): Water Supply

River: Banabuiú

Reservoir capacity: 54 m³x10⁶

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/04

End of Project: -/05

Specifications

Height: 19 metres

Length: 290 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Fundão

Full Dam Information

Details

Country: Brazil

Owner: ELEJOR - Centrais Elétricas do Rio Jordão

Type: Gravity

Purpose(s): Hydropower

River: Jordao

Reservoir capacity: 34 m³x10⁶

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/04

End of Project: -/05

Specifications

Height: 43 metres

Length: 445 metres

Volume of RCC: 200 m³x10³

Total volume: 220 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

Pozzolan (kg/m³)	Pozzolan Type
16	Natural pozzolan (ASTM Class N)

Yujiankou

Full Dam Information

Details

Country: China

Owner: Chongqing Yujiankou Hydropower Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Long

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: 08/01

Start of RCC: 08/01

End of RCC: -/04

End of Project: -/05

Specifications

Height: 50 metres

Length: 156 metres

Volume of RCC: 118 m³x10³

Total volume: 147 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.70	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
0.85	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Taiho auxiliary dam

Full Dam Information

Details

Country: Japan

Owner: North Dam Integrated Control Office

Type: Hardfill

Purpose(s): Environmental

River: Taiho

Reservoir capacity: -

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/04

End of Project: -/05

Specifications

Height: 30 metres

Length: 110 metres

Volume of RCC: 34 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
1.20	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
1.20	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
250	500
	1000

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Ground-granulated blast-furnace slag

Letan

Full Dam Information

Details

Country: China

Owner: Guangxi-Guiguan Electric Power Co. Ltd.,

Type: Gravity

Purpose(s): Hydropower / Irrigation / Navigation

River: Xijiang

Reservoir capacity: 950 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/04

End of Project: -/05

Specifications

Height: 66 metres

Length: 586 metres

Volume of RCC: 50 m³x10³

Total volume: 210 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Yujianhe

Full Dam Information

Details

Country: China

Owner: Guiyang Water Conservancy Bureau

Type: Thin Arch

Purpose(s): Flood Control / Irrigation / Water Supply

River: Wu

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/04

End of Project: -/05

Specifications

Height: 81 metres

Length: 180 metres

Volume of RCC: 105 m³x10³

Total volume: 110 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10

Downstream

Slope	Type
0.76

Spillway

Slope	Type
0.76

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Xiakou

Full Dam Information

Details

Country: China

Owner: Hubei Nanzhang Xiakou Electric Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Juhe

Reservoir capacity: 99 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/04

End of Project: -/05

Specifications

Height: 85 metres

Length: 192 metres

Volume of RCC: -

Total volume: 131 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Jiemian Ataguia

Full Dam Information

Details

Country: China

Owner: -

Type: Hardfill

Purpose(s): unknown

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/04

End of Project: -/06

Specifications

Height: 16 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Qinglianxi

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Meixi

Reservoir capacity: 20 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/04

End of Project: -/06

Specifications

Height: 96 metres

Length: 178 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Pindobaçu

Full Dam Information

Details

Country: Brazil

Owner: CERB (Companhia de Engenharia Ambiental e Recursos Hidricos da Bahia)

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Itapicuru-aço

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/04

End of Project: -/05

Specifications

Height: 44 metres

Length: 191 metres

Volume of RCC: 75 m³x10³

Total volume: 85 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
56

Pozzolan (kg/m³)	Pozzolan Type
14	Natural pozzolan (ASTM Class N)

Bandeira de Melo

Full Dam Information

Details

Country: Brazil

Owner: CERB (Companhia de Engenharia Ambiental e Recursos Hidricos da Bahia)

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Paraguaçu

Reservoir capacity: 112 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/04

End of Project: -/05

Specifications

Height: 19 metres

Length: 320 metres

Volume of RCC: 75 m³x10³

Total volume: 85 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
56

Pozzolan (kg/m³)	Pozzolan Type
14	Natural pozzolan (ASTM Class N)

Santa Clara-PR

Full Dam Information

Details

Country: Brazil

Owner: Elejor Centrais Elétricas do Rio Jordåo S.A.

Type: Gravity

Purpose(s): Hydropower

River: Jordåo

Reservoir capacity: 431 m³x10⁶

Construction Dates

Start of Project: 11/02

Start of RCC: 11/02

End of RCC: -/04

End of Project: 01/05

Specifications

Height: 67 metres

Length: 543 metres

Volume of RCC: 530 m³x10³

Total volume: 606 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	Traditional concrete against formwork

Spillway

Slope	Type
	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
40

Pozzolan (kg/m³)	Pozzolan Type
50	Ground-granulated blast-furnace slag

Rio Grande

Full Dam Information

Details

Country: Peru

Owner: Yanacocha Mine

Type: Hardfill

Purpose(s): Environmental

River: Rio Grande

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/04

End of Project: -/05

Specifications

Height: 45 metres

Length: 98 metres

Volume of RCC: 72 m³x10³

Total volume: 77 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.70	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
120

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Big Cherry

Full Dam Information

Details

Country: USA

Owner: Town of Big Stone Gap

Type: Gravity

Purpose(s): Water Supply

River: South Fork, Powell River

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 04/04

Start of RCC: 04/04

End of RCC: 01/05

End of Project: 07/05

Specifications

Height: 26 metres

Length: 113 metres

Volume of RCC: 11 m³x10³

Total volume: 12 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
82

Pozzolan (kg/m³)	Pozzolan Type
82	Low-lime flyash (ASTM Class F)

Saluda dam remediation

Full Dam Information

Details

Country: USA

Owner: South Carolina Electric and Gas

Type: Gravity

Purpose(s): Hydropower

River: Saluda

Reservoir capacity: 1970 m³x10⁶

Construction Dates

Start of Project: 08/02

Start of RCC: 08/02

End of RCC: 04/05

End of Project: 07/05

Specifications

Height: 65 metres

Length: 2439 metres

Volume of RCC: 1004 m³x10³

Total volume: 1410 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against precast concrete panels

Downstream

Slope	Type
	Traditional concrete against precast concrete panels [stepped face]

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
89

Pozzolan (kg/m³)	Pozzolan Type
89	Low-lime flyash (ASTM Class F)

Hassan II (formerly Sidi Said)

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Moulouya

Reservoir capacity: 400 m³x10⁶

Construction Dates

Start of Project: 02/01

Start of RCC: 02/01

End of RCC: 04/05

End of Project: 03/06

Specifications

Height: 115 metres

Length: 577 metres

Volume of RCC: 590 m³x10³

Total volume: 690 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65
80

Pozzolan (kg/m³)	Pozzolan Type
15	Natural pozzolan (ASTM Class N)
20

Hassan II (formerly Sidi Said) completed

Amata

Full Dam Information

Details

Country: Mexico

Owner: CFE (Comisión Federal de Electricidad)

Type: Gravity

Purpose(s): Irrigation

River: San Lorenzo

Reservoir capacity: 14 m³x10⁶

Construction Dates

Start of Project: 11/03

Start of RCC: 11/03

End of RCC: 04/05

End of Project: 06/05

Specifications

Height: 30 metres

Length: 218 metres

Volume of RCC: 42 m³x10³

Total volume: 60 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with geomembrane
1.00

Downstream

Slope	Type
1.00	RCC against formwork [stepped face]

Spillway

Slope	Type
1.00	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
120

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Jagin

Full Dam Information

Details

Country: Iran

Owner: Hormozgan Water Authority

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Jagin

Reservoir capacity: 300 m³x10⁶

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: 05/05

End of Project: 09/07

Specifications

Height: 78 metres

Length: 220 metres

Volume of RCC: 232 m³x10³

Total volume: 382 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)
0.30	RCC against formwork (GEVR/GE-RCC) [stepped face]

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
105
160

Pozzolan (kg/m³)	Pozzolan Type
90	Natural pozzolan (ASTM Class N)
90

Zhaolaihe

Full Dam Information

Details

Country: China

Owner: Changyang Electric Power Bureau

Type: Thin Arch

Purpose(s): Hydropower / Irrigation / Water Supply

River: Duhu

Reservoir capacity: 70 m³x10⁶

Construction Dates

Start of Project: 12/03

Start of RCC: 12/03

End of RCC: 05/05

End of Project: 10/05

Specifications

Height: 107 metres

Length: 206 metres

Volume of RCC: 166 m³x10³

Total volume: 255 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
curve	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
curve	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
	RCC against formwork (GEVR/GE-RCC)

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
84
126

Pozzolan (kg/m³)	Pozzolan Type
126	Low-lime flyash (ASTM Class F)
103

Xihe

Full Dam Information

Details

Country: China

Owner: Hanjiang Hydropower Development Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Han

Reservoir capacity: 229 m³x10⁶

Construction Dates

Start of Project: 11/03

Start of RCC: 11/03

End of RCC: 05/05

End of Project: 06/07

Specifications

Height: 63 metres

Length: 346 metres

Volume of RCC: 194 m³x10³

Total volume: 631 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Çindere

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Hardfill

Purpose(s): Hydropower / Irrigation / Water Supply

River: Buyuk Menderes

Reservoir capacity: 82 m³x10⁶

Construction Dates

Start of Project: 04/94

Start of RCC: 04/94

End of RCC: 05/05

End of Project: 11/07

Specifications

Height: 107 metres

Length: 280 metres

Volume of RCC: 1500 m³x10³

Total volume: 1685 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.70	Traditional concrete against precast concrete panels with geomembrane

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.89	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
50

Pozzolan (kg/m³)	Pozzolan Type
20	Low-lime flyash (ASTM Class F)

Suofengying

Full Dam Information

Details

Country: China

Owner: Guizhou-Wujiang Hydropower Development Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Navigation / Water Supply

River: Wu

Reservoir capacity: 201 m³x10⁶

Construction Dates

Start of Project: 10/00

Start of RCC: 10/00

End of RCC: 08/05

End of Project: 03/06

Specifications

Height: 116 metres

Length: 165 metres

Volume of RCC: 421 m³x10³

Total volume: 739 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)
0.25	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.70	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
64

Pozzolan (kg/m³)	Pozzolan Type
95	Low-lime flyash (ASTM Class F)

Kido

Full Dam Information

Details

Country: Japan

Owner: Fukushima Prefecture

Type: Gravity

Purpose(s): Flood Control / Irrigation / Navigation / Water Supply

River: Kido

Reservoir capacity: 19 m³x10⁶

Construction Dates

Start of Project: 10/00

Start of RCC: 10/00

End of RCC: 08/05

End of Project: 03/08

Specifications

Height: 94 metres

Length: 350 metres

Volume of RCC: 291 m³x10³

Total volume: 501 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750
	1000

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
36	Low-lime flyash (ASTM Class F)

Paradise (formerly Burnett River)

Full Dam Information

Details

Country: Australia

Owner: Sunwater

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Burnett

Reservoir capacity: 300 m³x10⁶

Construction Dates

Start of Project: 11/03

Start of RCC: 11/03

End of RCC: 09/05

End of Project: 11/05

Specifications

Height: 50 metres

Length: 940 metres

Volume of RCC: 400 m³x10³

Total volume: 400 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with geomembrane

Downstream

Slope	Type
0.64	RCC against formwork [stepped face]

Spillway

Slope	Type
0.64	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
310	310

Cementitious material

Cement (kg/m³)
63

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Paradise (formerly Burnett River) completed

Chalillo

Full Dam Information

Details

Country: Belize

Owner: Belize Electric Co. Ltd (BECOL) and A. Fortis Co., Canada

Type: Gravity

Purpose(s): Hydropower

River: Macal

Reservoir capacity: 120 m³x10⁶

Construction Dates

Start of Project: 07/03

Start of RCC: 07/03

End of RCC: 10/05

End of Project: 12/06

Specifications

Height: 68 metres

Length: 425 metres

Volume of RCC: 180 m³x10³

Total volume: 210 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	3600

Cementitious material

Cement (kg/m³)
105

Pozzolan (kg/m³)	Pozzolan Type
0	Natural pozzolan (ASTM Class N)

Barra Grande

Full Dam Information

Details

Country: Brazil

Owner: BAESA (JV of Alcoa, Companhia Paulista de Força e Luz (CPFL), Companhia Brasileira de Alumínio, Camargo Corrêa Cimentos and DME Energética)

Type: Gravity

Purpose(s): Hydropower

River: Pelotas

Reservoir capacity: 50000 m³x10⁶

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/05

End of Project: -/06

Specifications

Height: 85 metres

Length: 665 metres

Volume of RCC: 1 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Changzhou

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Xun

Reservoir capacity: 56 m³x10⁶

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/05

End of Project: -/07

Specifications

Height: 56 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Picada

Full Dam Information

Details

Country: Brazil

Owner: L.D.Q.S.P.E. Geracao de Energia e Participacoes Ltda.

Type: Gravity

Purpose(s): Hydropower

River: do Peixe

Reservoir capacity: 8 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/05

End of Project: -/06

Specifications

Height: 32 metres

Length: 97 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Xiaqiao

Full Dam Information

Details

Country: China

Owner: Guangxi Longjiang Electric Power Corporation

Type: Thin Arch

Purpose(s): Hydropower

River: Long

Reservoir capacity: 49 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/05

End of Project: -/06

Specifications

Height: 68 metres

Length: 167 metres

Volume of RCC: 172 m³x10³

Total volume: 226 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Huizhou PSS - Lower dam

Full Dam Information

Details

Country: China

Owner: China Southern Power Grid

Type: Gravity

Purpose(s): Hydropower

River: Caitouhe

Reservoir capacity: 30 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/05

End of Project: -/11

Specifications

Height: 61 metres

Length: 420 metres

Volume of RCC: 235 m³x10³

Total volume: 242 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tangkeng

Full Dam Information

Details

Country: China

Owner: Qingtian Yongwen Hydropower Co.

Type: Thin Arch

Purpose(s): Hydropower

River: Guxi

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/05

End of Project: -/05

Specifications

Height: 66 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Cachoeira Grande

Full Dam Information

Details

Country: Brazil

Owner: EMBASA (Empresa Baiana de Aguas e Saneamento S.A.)

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Sapucaia

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/05

End of Project: -/05

Specifications

Height: 16 metres

Length: 207 metres

Volume of RCC: 15 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Peixe Angical

Full Dam Information

Details

Country: Brazil

Owner: Enerpeixa S/A

Type: Gravity

Purpose(s): Hydropower

River: Tocantins

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 04/02

Start of RCC: 04/02

End of RCC: -/05

End of Project: 09/06

Specifications

Height: 39 metres

Length: 400 metres

Volume of RCC: 500 m³x10³

Total volume: 582 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

São Bernardo

Full Dam Information

Details

Country: Brazil

Owner: CJ Energética S/A

Type: Gravity

Purpose(s): Hydropower

River: Bernardo José

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/05

End of Project: -/06

Specifications

Height: 21 metres

Length: 120 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Poço do Magro

Full Dam Information

Details

Country: Brazil

Owner: CODEVASF (Companhia de Desenvolvimento dos Vales do São Francisco e do Parnaíba)

Type: Gravity

Purpose(s): Water Supply

River: Poço do Magro

Reservoir capacity: 32 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/05

End of Project: -/06

Specifications

Height: 22 metres

Length: 540 metres

Volume of RCC: 58 m³x10³

Total volume: 68 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
64

Pozzolan (kg/m³)	Pozzolan Type
16	Natural pozzolan (ASTM Class N)

Artur Tavares de Melo (formerly Guararema)

Full Dam Information

Details

Country: Brazil

Owner: Usina Central Olho D'Água S/A

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Itambé

Reservoir capacity: 21 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/05

End of Project: -/06

Specifications

Height: 30 metres

Length: 306 metres

Volume of RCC: 50 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type
	[stepped face]

Spillway

Slope	Type
	[stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Artur Tavares de Melo (formerly Guararema) completed

Xixi

Full Dam Information

Details

Country: China

Owner: Xixi Reservoir Development Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Daxi

Reservoir capacity: 85 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/05

End of Project: -/06

Specifications

Height: 71 metres

Length: 243 metres

Volume of RCC: 231 m³x10³

Total volume: 244 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Can Asujan

Full Dam Information

Details

Country: Philippines

Owner: National Irrigation Administration

Type: Hardfill

Purpose(s): Irrigation

River: Can Asujan

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 10/03

Start of RCC: 10/03

End of RCC: -/05

End of Project: -/05

Specifications

Height: 42 metres

Length: 135 metres

Volume of RCC: 75 m³x10³

Total volume: 85 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.60	RCC against precast concrete panels with geomembrane

Downstream

Slope	Type
0.60	RCC against precast concrete panels

Spillway

Slope	Type
0.60	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
170	170

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Kinta

Full Dam Information

Details

Country: Malaysia

Owner: Lembaga Air Perak/Metropolitan Utilities Corporation

Type: Gravity

Purpose(s): Water Supply

River: Kinta

Reservoir capacity: 30 m³x10⁶

Construction Dates

Start of Project: 01/03

Start of RCC: 01/03

End of RCC: 03/06

End of Project: 07/06

Specifications

Height: 90 metres

Length: 792 metres

Volume of RCC: 952 m³x10³

Total volume: 975 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
100	Low-lime flyash (ASTM Class F)

Pine Brook

Full Dam Information

Details

Country: USA

Owner: Pine Brook Water District

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 01/05

Start of RCC: 01/05

End of RCC: 04/06

End of Project: -/06

Specifications

Height: 26 metres

Length: 170 metres

Volume of RCC: 27 m³x10³

Total volume: 30 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
	Unformed face of RCC

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
95

Pozzolan (kg/m³)	Pozzolan Type
59	Low-lime flyash (ASTM Class F)

Baise

Full Dam Information

Details

Country: China

Owner: Guangxi-Youjiang Hydraulic Development Co.Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Navigation / Water Supply

River: You

Reservoir capacity: 5660 m³x10⁶

Construction Dates

Start of Project: 10/01

Start of RCC: 10/01

End of RCC: 04/06

End of Project: 12/06

Specifications

Height: 130 metres

Length: 720 metres

Volume of RCC: 1995 m³x10³

Total volume: 2672 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with hot poured membrane

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
80
50

Pozzolan (kg/m³)	Pozzolan Type
132	Low-lime flyash (ASTM Class F)
110

Ghatghar PPS - Lower dam

Full Dam Information

Details

Country: India

Owner: GoMWRD (Government of Maharashtra Water Resources Department)

Type: Gravity

Purpose(s): Hydropower

River: Shahi Nallah

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: 05/06

End of Project: 03/07

Specifications

Height: 86 metres

Length: 447 metres

Volume of RCC: 638 m³x10³

Total volume: 646 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.141	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.782	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.782	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
75

Pozzolan (kg/m³)	Pozzolan Type
150	Low-lime flyash (ASTM Class F)

Al Wehdah

Full Dam Information

Details

Country: Jordan/ Syria

Owner: Jordan Valley Authority, Ministry of Water and Irrigation

Type: Gravity

Purpose(s): Water Supply

River: Yarmouk

Reservoir capacity: 110 m³x10⁶

Construction Dates

Start of Project: 06/03

Start of RCC: 06/03

End of RCC: 07/06

End of Project: 12/07

Specifications

Height: 103 metres

Length: 485 metres

Volume of RCC: 1426 m³x10³

Total volume: 1478 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)
0.60

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.80

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70
60

Pozzolan (kg/m³)	Pozzolan Type
60	Low-lime flyash (ASTM Class F)
60

Ntimbale

Full Dam Information

Details

Country: Botswana

Owner: Department of Water Affairs

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 26 m³x10⁶

Construction Dates

Start of Project: 11/04

Start of RCC: 11/04

End of RCC: 09/06

End of Project: 05/07

Specifications

Height: 33 metres

Length: 153 metres

Volume of RCC: 30 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Genesee #2

Full Dam Information

Details

Country: USA

Owner: Genesee Water and Sanitation District

Type: Gravity

Purpose(s): Water Supply

River: Bear Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 06/06

Start of RCC: 06/06

End of RCC: 11/06

End of Project: 10/07

Specifications

Height: 29 metres

Length: 168 metres

Volume of RCC: 24 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Nagai

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure and Transport

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation / Water Supply

River: Okitamano

Reservoir capacity: 51 m³x10⁶

Construction Dates

Start of Project: 03/00

Start of RCC: 03/00

End of RCC: 11/06

End of Project: 03/11

Specifications

Height: 126 metres

Length: 381 metres

Volume of RCC: 703 m³x10³

Total volume: 1200 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.50	Traditional concrete against formwork

Downstream

Slope	Type
0.73	Traditional concrete against formwork

Spillway

Slope	Type
0.73	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	1000

Cementitious material

Cement (kg/m³)
91

Pozzolan (kg/m³)	Pozzolan Type
39	Low-lime flyash (ASTM Class F)

Dahuashui

Full Dam Information

Details

Country: China

Owner: Wujaing Qingshuihe Hydropower Development Co. Ltd.

Type: Thin Arch

Purpose(s): Flood Control / Hydropower

River: Qingshuihe

Reservoir capacity: 276 m³x10⁶

Construction Dates

Start of Project: 12/03

Start of RCC: 12/03

End of RCC: 11/06

End of Project: -/07

Specifications

Height: 135 metres

Length: 198 metres

Volume of RCC: 550 m³x10³

Total volume: 670 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
curve	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
curve	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
81
94

Pozzolan (kg/m³)	Pozzolan Type
81	Low-lime flyash (ASTM Class F)
94

Niuqiao

Full Dam Information

Details

Country: China

Owner: Niu Qiao Reservoir Development Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Qingtonghe

Reservoir capacity: 26 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: 12/06

End of Project: -/07

Specifications

Height: 62 metres

Length: 201 metres

Volume of RCC: -

Total volume: 710 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Pleikrong

Full Dam Information

Details

Country: Vietnam

Owner: EVN (Electrictie de Vietnam)

Type: Gravity

Purpose(s): Hydropower

River: Po Ko

Reservoir capacity: 1048 m³x10⁶

Construction Dates

Start of Project: 11/05

Start of RCC: 11/05

End of RCC: 12/06

End of Project: -/07

Specifications

Height: 65 metres

Length: 495 metres

Volume of RCC: 326 m³x10³

Total volume: 450 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
210	Natural pozzolan (ASTM Class N)

El Guapo spillway

Full Dam Information

Details

Country: Venezuela

Owner: MARN (Ministerio del Ambiente y los Recursos Naturales)

Type: Hardfill

Purpose(s): Flood Control / Irrigation / Water Supply

River: El Guapo

Reservoir capacity: 141 m³x10⁶

Construction Dates

Start of Project: 08/05

Start of RCC: 08/05

End of RCC: 12/06

End of Project: 08/07

Specifications

Height: 50 metres

Length: 138 metres

Volume of RCC: 320 m³x10³

Total volume: 342 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.60	Traditional concrete against formwork

Downstream

Slope	Type
0.85	Unformed face of RCC

Spillway

Slope	Type
1.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
75

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Qilitang

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Liuchi

Reservoir capacity: 71 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/06

End of Project: -/07

Specifications

Height: 81 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Xinjiangshankou

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Kaidu

Reservoir capacity: -

Construction Dates

Start of Project: -/97

Start of RCC: -/97

End of RCC: -/06

End of Project: -/08

Specifications

Height: 71 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Flor do Sertão

Full Dam Information

Details

Country: Brazil

Owner: Maue Geradora

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: -

Construction Dates

Start of Project: 05/05

Start of RCC: 05/05

End of RCC: -/06

End of Project: 10/06

Specifications

Height: 19 metres

Length: 245 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

El Mauro

Full Dam Information

Details

Country: Chile

Owner: -

Type: Hardfill

Purpose(s): Irrigation

River: -

Reservoir capacity: 1088 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/06

Specifications

Height: 23 metres

Length: 380 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Baisha

Full Dam Information

Details

Country: China

Owner: China Huadian Corporation

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Wanan

Reservoir capacity: 199 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/06

Specifications

Height: 75 metres

Length: 172 metres

Volume of RCC: 211 m³x10³

Total volume: 239 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Esmeralda

Full Dam Information

Details

Country: Brazil

Owner: Esmeralda S.A.

Type: Gravity

Purpose(s): Hydropower

River: Bernardo José

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/06

End of Project: -/06

Specifications

Height: 19 metres

Length: 212 metres

Volume of RCC: 15 m³x10³

Total volume: 27 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
64

Pozzolan (kg/m³)	Pozzolan Type
16	Natural pozzolan (ASTM Class N)

Leidatan

Full Dam Information

Details

Country: China

Owner: Leidatan Corporation

Type: Gravity

Purpose(s): Hydropower

River: Yingtaoyuangou

Reservoir capacity: 94 m³x10⁶

Construction Dates

Start of Project: 03/03

Start of RCC: 03/03

End of RCC: -/06

End of Project: 06/07

Specifications

Height: 84 metres

Length: 202 metres

Volume of RCC: 240 m³x10³

Total volume: 340 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.70	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Santa Laura

Full Dam Information

Details

Country: Brazil

Owner: Santa Laura S/A

Type: Gravity

Purpose(s): Hydropower

River: Chapecozinho

Reservoir capacity: 19 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 27 metres

Length: 245 metres

Volume of RCC: 24 m³x10³

Total volume: 42 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

El Sauz

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 30 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Mosquitão

Full Dam Information

Details

Country: Brazil

Owner: Concessionária Mosquitão S/A

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 19 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 32 metres

Length: 236 metres

Volume of RCC: 57 m³x10³

Total volume: 76 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Hongkou Ataguia

Full Dam Information

Details

Country: China

Owner: -

Type: Hardfill

Purpose(s): unknown

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 36 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Xiaoxi

Full Dam Information

Details

Country: China

Owner: Hunan Xiangtou Xinshao Youxi Hydropower Development Corporation Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Zishui

Reservoir capacity: 168 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 47 metres

Length: 268 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Zhouba

Full Dam Information

Details

Country: China

Owner: Chengdu Haineng Power Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Mabianhe

Reservoir capacity: 204 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 73 metres

Length: 163 metres

Volume of RCC: 229 m³x10³

Total volume: 405 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
110
66

Pozzolan (kg/m³)	Pozzolan Type
73	Low-lime flyash (ASTM Class F)
66

Shaba

Full Dam Information

Details

Country: China

Owner: Guizhou Zhongsui Energy Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Hongdu

Reservoir capacity: 99 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 87 metres

Length: 148 metres

Volume of RCC: 67 m³x10³

Total volume: 90 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Wuchuanshaba

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Wujiang

Reservoir capacity: 9940 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 87 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Daxia

Full Dam Information

Details

Country: China

Owner: China Guodian Corporation

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Quan

Reservoir capacity: 20 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 88 metres

Length: 160 metres

Volume of RCC: -

Total volume: 205 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Zaoshi

Full Dam Information

Details

Country: China

Owner: Lishui Basin Hydraulic and Hydroelectric Development Corporation

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation / Water Supply

River: Dieshui

Reservoir capacity: 1439 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 88 metres

Length: 351 metres

Volume of RCC: 450 m³x10³

Total volume: 930 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)
0.25

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
53
83

Pozzolan (kg/m³)	Pozzolan Type
99	Low-lime flyash (ASTM Class F)
102

Jupudu

Full Dam Information

Details

Country: China

Owner: Datang International Power Generation Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Lixian (Black)

Reservoir capacity: 174 m³x10⁶

Construction Dates

Start of Project: 11/04

Start of RCC: 11/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 95 metres

Length: 320 metres

Volume of RCC: 480 m³x10³

Total volume: 800 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork
0.20

Downstream

Slope	Type
0.80	RCC against formwork

Spillway

Slope	Type
0.80	RCC against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Khasooye

Full Dam Information

Details

Country: Iran

Owner: Fars Regional Water Authority

Type: Gravity

Purpose(s): Irrigation

River: Tang Charkhi

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/06

End of Project: -/08

Specifications

Height: 19 metres

Length: 160 metres

Volume of RCC: 22 m³x10³

Total volume: 28 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tukahe

Full Dam Information

Details

Country: China

Owner: Datang International Power Generation Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Lixian

Reservoir capacity: 78 m³x10⁶

Construction Dates

Start of Project: 04/04

Start of RCC: 04/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 59 metres

Length: 300 metres

Volume of RCC: 255 m³x10³

Total volume: 570 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
	RCC against formwork (GEVR/GE-RCC)

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
65
93

Pozzolan (kg/m³)	Pozzolan Type
110	Ground-granulated blast-furnace slag
113

Longqiao

Full Dam Information

Details

Country: China

Owner: Lichuan City Yujaing Valley Hudropower Ltd. Hubei Province

Type: Thin Arch

Purpose(s): Hydropower / Recreation

River: Yu

Reservoir capacity: 26 m³x10⁶

Construction Dates

Start of Project: 12/05

Start of RCC: 12/05

End of RCC: 02/07

End of Project: 05/07

Specifications

Height: 95 metres

Length: 156 metres

Volume of RCC: 135 m³x10³

Total volume: 160 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
curve	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
curve	RCC against formwork

Spillway

Slope	Type
	RCC against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Pinalito

Full Dam Information

Details

Country: Dominican Republic

Owner: Corporacion de Empresas de Energia Electrica (CDEEE), Unidad Ejecutora Proyecto Pinalito (UEPP)

Type: Gravity

Purpose(s): Hydropower

River: Tireo

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: 09/04

Start of RCC: 09/04

End of RCC: 03/07

End of Project: -/08

Specifications

Height: 52 metres

Length: 210 metres

Volume of RCC: 73 m³x10³

Total volume: 100 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
98

Pozzolan (kg/m³)	Pozzolan Type
8	Natural pozzolan (ASTM Class N)

Akköy I

Full Dam Information

Details

Country: Turkey

Owner: Akköy Energy A.S.

Type: Gravity

Purpose(s): Hydropower

River: Harsit

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 07/05

Start of RCC: 07/05

End of RCC: 04/07

End of Project: 09/08

Specifications

Height: 38 metres

Length: 144 metres

Volume of RCC: 87 m³x10³

Total volume: 101 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
100	Natural pozzolan (ASTM Class N)

Huizhou PSS - Upper dam

Full Dam Information

Details

Country: China

Owner: China Southern Power Grid

Type: Gravity

Purpose(s): Hydropower

River: Xiaojinhe

Reservoir capacity: 30 m³x10⁶

Construction Dates

Start of Project: 10/04

Start of RCC: 10/04

End of RCC: 05/07

End of Project: -/11

Specifications

Height: 56 metres

Length: 168 metres

Volume of RCC: 84 m³x10³

Total volume: 93 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

Pozzolan (kg/m³)	Pozzolan Type
125	Low-lime flyash (ASTM Class F)

Hickory Log Creek

Full Dam Information

Details

Country: USA

Owner: Marietta (Georgia) Water Authority

Type: Gravity

Purpose(s): Water Supply

River: Hickory Log Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 10/05

Start of RCC: 10/05

End of RCC: 06/07

End of Project: 10/07

Specifications

Height: 55 metres

Length: 290 metres

Volume of RCC: 165 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with geomembrane

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
89
80 74

Pozzolan (kg/m³)	Pozzolan Type
89	Low-lime flyash (ASTM Class F)
98 104

Longtan (Stage 1)

Full Dam Information

Details

Country: China

Owner: Longtan Hydropower Development Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation / Water Supply

River: Hongshui

Reservoir capacity: 16210 m³x10⁶

Construction Dates

Start of Project: 07/01

Start of RCC: 07/01

End of RCC: 06/07

End of Project: 12/09

Specifications

Height: 192 metres

Length: 832 metres

Volume of RCC: 4623 m³x10³

Total volume: 7400 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)
0.25

Downstream

Slope	Type
0.70	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
0.68	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
99
86

Pozzolan (kg/m³)	Pozzolan Type
121	Low-lime flyash (ASTM Class F)
109

Tanger-Med (formerly R’Mel)

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: R’Mel

Reservoir capacity: 25 m³x10⁶

Construction Dates

Start of Project: 05/05

Start of RCC: 05/05

End of RCC: 06/07

End of Project: 10/07

Specifications

Height: 80 metres

Length: 250 metres

Volume of RCC: 230 m³x10³

Total volume: 243 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast before RCC placement

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
100
90

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used
0

Taishir

Full Dam Information

Details

Country: Mongolia

Owner: Ministry of Energy

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Zabkhan

Reservoir capacity: 930 m³x10⁶

Construction Dates

Start of Project: 02/05

Start of RCC: 02/05

End of RCC: 06/07

End of Project: 12/07

Specifications

Height: 60 metres

Length: 200 metres

Volume of RCC: 210 m³x10³

Total volume: 250 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork with external geomembrane

Downstream

Slope	Type
0.72	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.72	Reinforced conventional concrete cast after RCC placement [stepped face]

Placement

Layers (mm)	Lifts (mm)
333	333

Cementitious material

Cement (kg/m³)
75

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Yacoub El Mansour (formerly Ouirgane)

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Water Supply

River: N’Fis

Reservoir capacity: 70 m³x10⁶

Construction Dates

Start of Project: 07/05

Start of RCC: 07/05

End of RCC: 07/07

End of Project: 03/08

Specifications

Height: 71 metres

Length: 233 metres

Volume of RCC: 202 m³x10³

Total volume: 216 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast before RCC placement

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Yacoub El Mansour (formerly Ouirgane) completed

Elkwater Fork

Full Dam Information

Details

Country: USA

Owner: Natural Resources Conservation Service

Type: Gravity

Purpose(s): Water Supply

River: Tygart Tributory

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: 08/07

End of Project: -/07

Specifications

Height: 39 metres

Length: 204 metres

Volume of RCC: 106 m³x10³

Total volume: 113 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with geomembrane

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
59

Pozzolan (kg/m³)	Pozzolan Type
89	Low-lime flyash (ASTM Class F)

Meander

Full Dam Information

Details

Country: Australia

Owner: Rivers and Water Supply Commission, Tasmania

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Meander

Reservoir capacity: 43 m³x10⁶

Construction Dates

Start of Project: 01/06

Start of RCC: 01/06

End of RCC: 08/07

End of Project: 12/07

Specifications

Height: 47 metres

Length: 180 metres

Volume of RCC: 85 m³x10³

Total volume: 85 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork with external geomembrane

Downstream

Slope	Type
0.70	RCC against precast concrete blocks

Spillway

Slope	Type
0.70	RCC against precast concrete blocks

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

North Para

Full Dam Information

Details

Country: Australia

Owner: Gawler River Flood Plain Management Authority

Type: Gravity

Purpose(s): Flood Control

River: North Para

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 11/06

Start of RCC: 11/06

End of RCC: 09/07

End of Project: -/07

Specifications

Height: 33 metres

Length: 206 metres

Volume of RCC: 50 m³x10³

Total volume: 50 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
160	Low-lime flyash (ASTM Class F)

A Vuong

Full Dam Information

Details

Country: Vietnam

Owner: EVN (Electrictie de Vietnam)

Type: Gravity

Purpose(s): Hydropower

River: Vugia Thubon

Reservoir capacity: 340 m³x10⁶

Construction Dates

Start of Project: 08/03

Start of RCC: 08/03

End of RCC: 10/07

End of Project: 11/08

Specifications

Height: 83 metres

Length: 240 metres

Volume of RCC: 260 m³x10³

Total volume: 350 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
1.00	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
150	Natural pozzolan (ASTM Class N)

Nakai, part of Nam Theun 2 HPP

Full Dam Information

Details

Country: Laos

Owner: Nam Theun Power Corporation (NTPC)/EdF (Electricitie de France)

Type: Gravity

Purpose(s): Hydropower

River: Nam Theun

Reservoir capacity: 3530 m³x10⁶

Construction Dates

Start of Project: 04/04

Start of RCC: 04/04

End of RCC: 10/07

End of Project: 10/09

Specifications

Height: 39 metres

Length: 436 metres

Volume of RCC: 150 m³x10³

Total volume: 207 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.35	RCC against precast concrete blocks
0.75

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
100	Low-lime flyash (ASTM Class F)

Nakai, part of Nam Theun 2 HPP completed

Dinh Binh

Full Dam Information

Details

Country: Vietnam

Owner: Ministry of Agriculture and Rural Development (MARD)

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Kon

Reservoir capacity: 226 m³x10⁶

Construction Dates

Start of Project: 05/04

Start of RCC: 05/04

End of RCC: 12/07

End of Project: 12/08

Specifications

Height: 55 metres

Length: 571 metres

Volume of RCC: 183 m³x10³

Total volume: 430 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast before RCC placement

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
ogee	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	900

Cementitious material

Cement (kg/m³)
70
126

Pozzolan (kg/m³)	Pozzolan Type
175	Low-lime flyash (ASTM Class F)
141

Hongkou

Full Dam Information

Details

Country: China

Owner: Fujian Hongkou Hydropower Co. Ltd.

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Huotong

Reservoir capacity: 449 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/07

End of Project: -/08

Specifications

Height: 130 metres

Length: 341 metres

Volume of RCC: 681 m³x10³

Total volume: 830 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Serra Preta

Full Dam Information

Details

Country: Brazil

Owner: EMBASA (Empresa Baiana de Aguas e Saneamento S/A)

Type: Gravity

Purpose(s): Water Supply

River: Gaviãozinho

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 34 metres

Length: 154 metres

Volume of RCC: 44 m³x10³

Total volume: 51 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.80

Spillway

Slope	Type
0.80

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
20	Natural pozzolan (ASTM Class N)

Ludesa

Full Dam Information

Details

Country: Brazil

Owner: CPFL Renovaveis

Type: Hardfill

Purpose(s): Hydropower

River: Chapecó

Reservoir capacity: 142 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/07

End of Project: 04/07

Specifications

Height: 25 metres

Length: 300 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
1.50

Downstream

Slope	Type
1.50

Spillway

Slope	Type
0.75

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Luojiaohe

Full Dam Information

Details

Country: China

Owner: Guizhou Zhongshui Energy Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Luojiao

Reservoir capacity: 46 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/07

Specifications

Height: 81 metres

Length: 250 metres

Volume of RCC: -

Total volume: 110 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Castro Alves

Full Dam Information

Details

Country: Brazil

Owner: CERAN (Companhia Energética Rio das Antas)

Type: Gravity

Purpose(s): Hydropower

River: das Antas

Reservoir capacity: 92 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: 02/08

Specifications

Height: 48 metres

Length: 350 metres

Volume of RCC: 240 m³x10³

Total volume: 322 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.77

Spillway

Slope	Type
0.77

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
15	Natural pozzolan (ASTM Class N)

Da Ilha (Rio da Prata)

Full Dam Information

Details

Country: Brazil

Owner: Da Ilha Energética S/A

Type: Gravity

Purpose(s): Hydropower

River: das Antas

Reservoir capacity: 16 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/07

End of Project: 04/08

Specifications

Height: 26 metres

Length: 310 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
20

Quatorze (XIV) de Julho

Full Dam Information

Details

Country: Brazil

Owner: CERAN (Companhia Energética Rio das Antas)

Type: Gravity

Purpose(s): Hydropower

River: das Antas

Reservoir capacity: 55 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: 10/08

Specifications

Height: 37 metres

Length: 281 metres

Volume of RCC: 75 m³x10³

Total volume: 212 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.77	Traditional concrete against formwork

Spillway

Slope	Type
0.77	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
75

Pozzolan (kg/m³)	Pozzolan Type
15	Natural pozzolan (ASTM Class N)

Duas Serras

Full Dam Information

Details

Country: Brazil

Owner: COMPESA (Companhia Pernambucana de Saneamento)

Type: Gravity

Purpose(s): Water Supply

River: Duas Serras

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 19 metres

Length: 113 metres

Volume of RCC: 6 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Baxiang Nº3

Full Dam Information

Details

Country: China

Owner: Department of Electricity, Feng Shun County

Type: Gravity

Purpose(s): Hydropower

River: Baxianghe

Reservoir capacity: 8 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 44 metres

Length: 207 metres

Volume of RCC: 63 m³x10³

Total volume: 83 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tiecheng

Full Dam Information

Details

Country: China

Owner: Gansu Keyuan Electric Power Group Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Datong

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 44 metres

Length: 143 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Shihu

Full Dam Information

Details

Country: China

Owner: Zhouluo County Government

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Lituohe

Reservoir capacity: 58 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 56 metres

Length: 193 metres

Volume of RCC: 162 m³x10³

Total volume: 354 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Yumen

Full Dam Information

Details

Country: China

Owner: Department of WaterResources, Henan Province

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Luohe

Reservoir capacity: 28 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 62 metres

Length: 244 metres

Volume of RCC: 133 m³x10³

Total volume: 234 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Youshui

Full Dam Information

Details

Country: China

Owner: Chongqing Youshui River Hydropower Development Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Youshui

Reservoir capacity: 152 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 63 metres

Length: 194 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Qilinguan

Full Dam Information

Details

Country: China

Owner: Nanhe Hydropower Development Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Nanhe

Reservoir capacity: 14 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 77 metres

Length: 140 metres

Volume of RCC: 45 m³x10³

Total volume: 55 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Manghekou

Full Dam Information

Details

Country: China

Owner: Jiyuan City Water Bureau

Type: Gravity

Purpose(s): unknown

River: Menghe

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 78 metres

Length: 215 metres

Volume of RCC: 160 m³x10³

Total volume: 249 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Bailianya

Full Dam Information

Details

Country: China

Owner: Anhui Water Resources Development Co. Ltd.

Type: Thin Arch

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Dongpi

Reservoir capacity: 480 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: 04/09

Specifications

Height: 105 metres

Length: 422 metres

Volume of RCC: 485 m³x10³

Total volume: 600 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.335	Traditional concrete against formwork

Spillway

Slope	Type
0.335	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
72
56

Pozzolan (kg/m³)	Pozzolan Type
108	Low-lime flyash (ASTM Class F)
84

Cotiporã

Full Dam Information

Details

Country: Brazil

Owner: Cotiporã Energetica S.A.

Type: Gravity

Purpose(s): Hydropower

River: Carreiro

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/07

End of Project: -/07

Specifications

Height: 16 metres

Length: 196 metres

Volume of RCC: 21 m³x10³

Total volume: 41 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Plano Alto

Full Dam Information

Details

Country: Brazil

Owner: SPE Plano Alto Energia S/A

Type: Gravity

Purpose(s): Hydropower

River: Irani

Reservoir capacity: 13 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/07

End of Project: 02/08

Specifications

Height: 38 metres

Length: 173 metres

Volume of RCC: 42 m³x10³

Total volume: 78 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.75

Spillway

Slope	Type
0.75

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
72

Pozzolan (kg/m³)	Pozzolan Type
19	Natural pozzolan (ASTM Class N)

Jararaca

Full Dam Information

Details

Country: Brazil

Owner: Veneto Energética S/A

Type: Gravity

Purpose(s): Hydropower

River: das Antas

Reservoir capacity: 8 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/07

End of Project: 04/08

Specifications

Height: 25 metres

Length: 219 metres

Volume of RCC: 31 m³x10³

Total volume: 61 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
72

Pozzolan (kg/m³)	Pozzolan Type
18	Natural pozzolan (ASTM Class N)

Nansha

Full Dam Information

Details

Country: China

Owner: Red River Hydropower Development Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Honghe

Reservoir capacity: 212 m³x10⁶

Construction Dates

Start of Project: 02/06

Start of RCC: 02/06

End of RCC: -/07

End of Project: 07/08

Specifications

Height: 85 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Lurberria

Full Dam Information

Details

Country: France

Owner: Agglomeration Sud Pays Basque

Type: Gravity

Purpose(s): Flood Control

River: Nivelle

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/07

End of Project: -/08

Specifications

Height: 22 metres

Length: 168 metres

Volume of RCC: -

Total volume: 190 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Linha Emilia

Full Dam Information

Details

Country: Brazil

Owner: Linha Emília Energética S/A

Type: Gravity

Purpose(s): Hydropower

River: Carreiro

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/07

End of Project: -/08

Specifications

Height: 27 metres

Length: 214 metres

Volume of RCC: 35 m³x10³

Total volume: 54 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Silin

Full Dam Information

Details

Country: China

Owner: Guizhou-Wujiang Hydropower Development Corporation

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Navigation

River: Wujiang

Reservoir capacity: 1593 m³x10⁶

Construction Dates

Start of Project: 11/05

Start of RCC: 11/05

End of RCC: 03/08

End of Project: -/09

Specifications

Height: 117 metres

Length: 310 metres

Volume of RCC: 825 m³x10³

Total volume: 1100 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
66
89

Pozzolan (kg/m³)	Pozzolan Type
100	Low-lime flyash (ASTM Class F)
109

Beydag

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Kucuk Menderes

Reservoir capacity: 248 m³x10⁶

Construction Dates

Start of Project: 04/94

Start of RCC: 04/94

End of RCC: 04/08

End of Project: 11/08

Specifications

Height: 95 metres

Length: 800 metres

Volume of RCC: 2350 m³x10³

Total volume: 2650 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.25	Traditional concrete against precast concrete panels with geomembrane

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
30	Low-lime flyash (ASTM Class F)

Weihou

Full Dam Information

Details

Country: China

Owner: Xilin River Hydropower Development Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Tuoniang

Reservoir capacity: 133 m³x10⁶

Construction Dates

Start of Project: 03/05

Start of RCC: 03/05

End of RCC: 04/08

End of Project: -/09

Specifications

Height: 82 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Guangzhao

Full Dam Information

Details

Country: China

Owner: Guizhou Qianyuan Power Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Beipan

Reservoir capacity: 3245 m³x10⁶

Construction Dates

Start of Project: 10/04

Start of RCC: 10/04

End of RCC: 05/08

End of Project: -/09

Specifications

Height: 201 metres

Length: 412 metres

Volume of RCC: 2420 m³x10³

Total volume: 2800 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with hot poured membrane
0.25

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
61
71

Pozzolan (kg/m³)	Pozzolan Type
91	Low-lime flyash (ASTM Class F)
87

Koudiat Acerdoune

Full Dam Information

Details

Country: Algeria

Owner: ANBT (Agence Nationale des Barrages et Transfert)

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Wadi Isser

Reservoir capacity: 800 m³x10⁶

Construction Dates

Start of Project: 11/02

Start of RCC: 11/02

End of RCC: 06/08

End of Project: 09/08

Specifications

Height: 121 metres

Length: 492 metres

Volume of RCC: 1650 m³x10³

Total volume: 1850 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.65	Traditional concrete against formwork [stepped face]

Downstream

Slope	Type
0.65	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.65	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300 to	300 to
400	400

Cementitious material

Cement (kg/m³)
77

Pozzolan (kg/m³)	Pozzolan Type
87	Low-lime flyash (ASTM Class F)

Sidi Yahya (formerly Ain Kwachia)

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Khellata

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: 01/07

Start of RCC: 01/07

End of RCC: 07/08

End of Project: 11/08

Specifications

Height: 30 metres

Length: 213 metres

Volume of RCC: 60 m³x10³

Total volume: 78 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
105

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Sidi Yahya (formerly Ain Kwachia) on Google Earth

Gelantan

Full Dam Information

Details

Country: China

Owner: Datang International Hydropower Generation Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Lixian

Reservoir capacity: 409 m³x10⁶

Construction Dates

Start of Project: 01/03

Start of RCC: 01/03

End of RCC: 08/08

End of Project: -/09

Specifications

Height: 113 metres

Length: 466 metres

Volume of RCC: 903 m³x10³

Total volume: 1200 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)
0.20

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
77
93

Pozzolan (kg/m³)	Pozzolan Type
77	Ground-granulated blast-furnace slag
93

La Breña II

Full Dam Information

Details

Country: Spain

Owner: Acuasur

Type: Gravity

Purpose(s): Irrigation

River: Guadiato

Reservoir capacity: 823 m³x10⁶

Construction Dates

Start of Project: 06/05

Start of RCC: 06/05

End of RCC: 10/08

End of Project: 12/08

Specifications

Height: 119 metres

Length: 685 metres

Volume of RCC: 1441 m³x10³

Total volume: 1600 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork (GEVR/GE-RCC)
0.30	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
69

Pozzolan (kg/m³)	Pozzolan Type
115 &	Low-lime flyash (ASTM Class F)
46

Toppu

Full Dam Information

Details

Country: Japan

Owner: Hokkaido Prefecture

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Toppu

Reservoir capacity: 36 m³x10⁶

Construction Dates

Start of Project: 07/02

Start of RCC: 07/02

End of RCC: 10/08

End of Project: 03/14

Specifications

Height: 78 metres

Length: 309 metres

Volume of RCC: 440 m³x10³

Total volume: 530 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.80	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	1000

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
36	Low-lime flyash (ASTM Class F)

Boussiaba

Full Dam Information

Details

Country: Algeria

Owner: ANBT (Agence Nationale des Barrages et Transferts)

Type: Gravity

Purpose(s): Water Supply

River: Boussiaba

Reservoir capacity: 120 m³x10⁶

Construction Dates

Start of Project: 12/06

Start of RCC: 12/06

End of RCC: 11/08

End of Project: 08/09

Specifications

Height: 51 metres

Length: 310 metres

Volume of RCC: 160 m³x10³

Total volume: 190 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork with external geomembrane

Downstream

Slope	Type
	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
112

Pozzolan (kg/m³)	Pozzolan Type
28	Low-lime flyash (ASTM Class F)

Mangla Emergency Spillway Control Weir

Full Dam Information

Details

Country: Pakistan

Owner: WAPDA (Water and Power Development Authority)

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Jhelum

Reservoir capacity: 6500 m³x10⁶

Construction Dates

Start of Project: 08/04

Start of RCC: 08/04

End of RCC: 11/08

End of Project: 01/09

Specifications

Height: 17 metres

Length: 370 metres

Volume of RCC: 54 m³x10³

Total volume: 79 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)
0.30	RCC against formwork (GEVR/GE-RCC) [stepped face]

Downstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)
0.70	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.70	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
120	Ground-granulated blast-furnace slag

Mangla Emergency Spillway Control Weir completed

Yeywa

Full Dam Information

Details

Country: Myanmar

Owner: Department of Hydroelectric Power - Ministry of Electric Power

Type: Gravity

Purpose(s): Hydropower

River: Myitnge

Reservoir capacity: 2600 m³x10⁶

Construction Dates

Start of Project: 10/01

Start of RCC: 10/01

End of RCC: 12/08

End of Project: 12/10

Specifications

Height: 137 metres

Length: 680 metres

Volume of RCC: 2473 m³x10³

Total volume: 2843 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
75

Pozzolan (kg/m³)	Pozzolan Type
145	Natural pozzolan (ASTM Class N)

Jinghong

Full Dam Information

Details

Country: China

Owner: Huaneng Lancang River Hydropower Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Recreation

River: Lancang (Mekong)

Reservoir capacity: 1139 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/08

End of Project: -/09

Specifications

Height: 108 metres

Length: 705 metres

Volume of RCC: 848 m³x10³

Total volume: 3068 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
0.80	RCC against formwork

Spillway

Slope	Type
	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
64
93

Pozzolan (kg/m³)	Pozzolan Type
93	Ground-granulated blast-furnace slag
93

Se San 4

Full Dam Information

Details

Country: Vietnam

Owner: EVN (Electrictie de Vietnam)

Type: Gravity

Purpose(s): Hydropower

River: Poko

Reservoir capacity: 54 m³x10⁶

Construction Dates

Start of Project: 12/04

Start of RCC: 12/04

End of RCC: -/08

End of Project: -/09

Specifications

Height: 74 metres

Length: 834 metres

Volume of RCC: 753 m³x10³

Total volume: 1300 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
160	Natural pozzolan (ASTM Class N)

Santa Rosa II

Full Dam Information

Details

Country: Brazil

Owner: Santa Rosa S/A

Type: Gravity

Purpose(s): Hydropower

River: Grande

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/08

Specifications

Height: 31 metres

Length: 172 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Chbika

Full Dam Information

Details

Country: Morocco

Owner: Direction des Arrenagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation

River: Chbika

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/08

End of Project: -/09

Specifications

Height: 24 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

El Handak

Full Dam Information

Details

Country: Morocco

Owner: Direction des Arrenagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation

River: El Handak

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/08

End of Project: -/09

Specifications

Height: 27 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Pengshui

Full Dam Information

Details

Country: China

Owner: Datang International Power Generation Co. Ltd.

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Changxi

Reservoir capacity: 1465 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/08

End of Project: -/09

Specifications

Height: 117 metres

Length: 326 metres

Volume of RCC: 608 m³x10³

Total volume: 1330 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.70	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
64
81

Pozzolan (kg/m³)	Pozzolan Type
96	Low-lime flyash (ASTM Class F)
121

Liujiadong

Full Dam Information

Details

Country: China

Owner: Guangxi Water Conservancy and Electric Power Corporation

Type: Gravity

Purpose(s): Hydropower

River: Gui

Reservoir capacity: 26 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/08

Specifications

Height: 61 metres

Length: 166 metres

Volume of RCC: -

Total volume: 127 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Cachoeirão (Henrique Nunes Coutinho)

Full Dam Information

Details

Country: Brazil

Owner: Hidrelétrica Cachoeirão SA

Type: Gravity

Purpose(s): Hydropower

River: Manhuaçu

Reservoir capacity: -

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/08

End of Project: -/08

Specifications

Height: 23 metres

Length: 90 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Cachoeirão (Henrique Nunes Coutinho) completed

Alto Irani

Full Dam Information

Details

Country: Brazil

Owner: CPFL Renovaveis

Type: Hardfill

Purpose(s): Hydropower

River: Irani

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/08

End of Project: -/08

Specifications

Height: 45 metres

Length: 243 metres

Volume of RCC: 14 m³x10³

Total volume: 20 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
2.50

Downstream

Slope	Type
2

Spillway

Slope	Type
2

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

São Simão

Full Dam Information

Details

Country: Brazil

Owner: São Simão Energia S/A

Type: Gravity

Purpose(s): Hydropower

River: Itapemirim Norte

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: 02/09

Specifications

Height: 56 metres

Length: 187 metres

Volume of RCC: 92 m³x10³

Total volume: 115 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Major Gercino (formerly known as Angelina)

Full Dam Information

Details

Country: Brazil

Owner: Lumbrás Energética S.A.

Type: Gravity

Purpose(s): Hydropower

River: Tijucas

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/08

End of Project: 03/09

Specifications

Height: 45 metres

Length: 178 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Major Gercino (formerly known as Angelina) completed

Binh Dien

Full Dam Information

Details

Country: Vietnam

Owner: Binh Dien Electricity Joint Stock Company

Type: Gravity

Purpose(s): Hydropower

River: Huu Trach

Reservoir capacity: 424 m³x10⁶

Construction Dates

Start of Project: 01/05

Start of RCC: 01/05

End of RCC: -/08

End of Project: 04/09

Specifications

Height: 54 metres

Length: 571 metres

Volume of RCC: 189 m³x10³

Total volume: 423 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

Pozzolan (kg/m³)	Pozzolan Type
105	Low-lime flyash (ASTM Class F)

Engenheiro Henrique Kotzian

Full Dam Information

Details

Country: Brazil

Owner: BME Energia SA

Type: Gravity

Purpose(s): Hydropower

River: Ivaí

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: 04/09

Specifications

Height: 34 metres

Length: 228 metres

Volume of RCC: 58 m³x10³

Total volume: 76 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Pedra do Garrafão

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Itabapoana

Reservoir capacity: -

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/08

End of Project: 05/09

Specifications

Height: 15 metres

Length: 110 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Goiandira

Full Dam Information

Details

Country: Brazil

Owner: Goiás Sul Geração de Energia S.A.

Type: Gravity

Purpose(s): Hydropower

River: Verissimo

Reservoir capacity: 76 m³x10⁶

Construction Dates

Start of Project: 08/07

Start of RCC: 08/07

End of RCC: -/08

End of Project: 05/09

Specifications

Height: 44 metres

Length: 341 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.75

Spillway

Slope	Type
0.75

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Retiro Velho

Full Dam Information

Details

Country: Brazil

Owner: Retiro Velho Energetica S/A

Type: Gravity

Purpose(s): Hydropower

River: da Prata

Reservoir capacity: 69 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/08

End of Project: -/09

Specifications

Height: 42 metres

Length: 56 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sidi el Mahjoub

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): unknown

River: Ifrane

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/09

Specifications

Height: 22 metres

Length: -

Volume of RCC: 15 m³x10³

Total volume: 18 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
1.00	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
1.00	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Shuhe

Full Dam Information

Details

Country: China

Owner: Datang Shaanxi Power Generation Co Ltd

Type: Gravity

Purpose(s): Hydropower

River: Hanjiang

Reservoir capacity: 176 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/09

Specifications

Height: 72 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Qingxi

Full Dam Information

Details

Country: China

Owner: Guizhou Qianyuan Power Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Furong

Reservoir capacity: 98 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/09

Specifications

Height: 82 metres

Length: 166 metres

Volume of RCC: -

Total volume: 154 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Nongling

Full Dam Information

Details

Country: China

Owner: Dehong Longjiang Hydropower Development Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Long

Reservoir capacity: 233 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/09

Specifications

Height: 91 metres

Length: 280 metres

Volume of RCC: -

Total volume: 486 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Shankou

Full Dam Information

Details

Country: China

Owner: Xinjiang Yili River Basin Development Authority

Type: Gravity

Purpose(s): Hydropower

River: Tekes

Reservoir capacity: 121 m³x10⁶

Construction Dates

Start of Project: 04/06

Start of RCC: 04/06

End of RCC: -/08

End of Project: -/09

Specifications

Height: 50 metres

Length: 496 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Rodeio Bonito

Full Dam Information

Details

Country: Brazil

Owner: Velcan Energy Development Ltda.

Type: Gravity

Purpose(s): Hydropower

River: Irani

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: 01/10

Specifications

Height: 32 metres

Length: 223 metres

Volume of RCC: -

Total volume: 59 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.85

Spillway

Slope	Type
0.85

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Picachos

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Presidio

Reservoir capacity: 322 m³x10⁶

Construction Dates

Start of Project: 02/07

Start of RCC: 02/07

End of RCC: -/08

End of Project: -/09

Specifications

Height: 85 metres

Length: 256 metres

Volume of RCC: 85 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast after RCC placement
0.15	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
0.85	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type
0.85	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
50

Pozzolan (kg/m³)	Pozzolan Type
45	Ground-granulated blast-furnace slag

Engenheiro Ernesto Jorge Dreher

Full Dam Information

Details

Country: Brazil

Owner: BME Energia

Type: Gravity

Purpose(s): Hydropower

River: Ivaí

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/08

End of Project: 04/09

Specifications

Height: 23 metres

Length: 220 metres

Volume of RCC: 29 m³x10³

Total volume: 35 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
68

Pozzolan (kg/m³)	Pozzolan Type
17	Natural pozzolan (ASTM Class N)

Engenheiro Ernesto Jorge Dreher completed

Las Truchas

Full Dam Information

Details

Country: Mexico

Owner: Desarrollos Mineros San Luis, S.A. de C.V.

Type: Gravity

Purpose(s): Hydropower

River: La Lobor o Las Truchas

Reservoir capacity: -

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/08

End of Project: -/09

Specifications

Height: 35 metres

Length: 230 metres

Volume of RCC: 24 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Wadi Dayqah

Full Dam Information

Details

Country: Oman

Owner: Ministry of Regional Municipalities and Water Resources

Type: Gravity

Purpose(s): Water Supply

River: Wadi Dayqah

Reservoir capacity: 100 m³x10⁶

Construction Dates

Start of Project: 08/06

Start of RCC: 08/06

End of RCC: 04/09

End of Project: 11/09

Specifications

Height: 75 metres

Length: 410 metres

Volume of RCC: 590 m³x10³

Total volume: 650 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	1200

Cementitious material

Cement (kg/m³)
126
112

Pozzolan (kg/m³)	Pozzolan Type
54	Milled sand
48

Yunlonghe Nº3

Full Dam Information

Details

Country: China

Owner: Engshi Yuefeng Yunlong River Hydropower Development Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Yunlong

Reservoir capacity: 44 m³x10⁶

Construction Dates

Start of Project: 03/06

Start of RCC: 03/06

End of RCC: 04/09

End of Project: -/11

Specifications

Height: 139 metres

Length: 119 metres

Volume of RCC: 182 m³x10³

Total volume: 207 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
curve	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
curve	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
	RCC against formwork (GEVR/GE-RCC)

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

El Platanal (formerly Capillucas)

Full Dam Information

Details

Country: Peru

Owner: Cementos Lima S.A.

Type: Gravity

Purpose(s): Hydropower

River: Canete

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 01/07

Start of RCC: 01/07

End of RCC: 04/09

End of Project: 10/09

Specifications

Height: 34 metres

Length: 60 metres

Volume of RCC: 75 m³x10³

Total volume: 75 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.375	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65

Pozzolan (kg/m³)	Pozzolan Type
90	Natural pozzolan (ASTM Class N)

El Platanal (formerly Capillucas) completed

Big Bear Creek

Full Dam Information

Details

Country: USA

Owner: Tennessee Valley Authority

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Bear Creek

Reservoir capacity: 47 m³x10⁶

Construction Dates

Start of Project: 01/08

Start of RCC: 01/08

End of RCC: 05/09

End of Project: 06/09

Specifications

Height: 27 metres

Length: 292 metres

Volume of RCC: 60 m³x10³

Total volume: 69 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
77

Pozzolan (kg/m³)	Pozzolan Type
77	Low-lime flyash (ASTM Class F)

Kasegawa

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Kase

Reservoir capacity: 71 m³x10⁶

Construction Dates

Start of Project: 02/05

Start of RCC: 02/05

End of RCC: 06/09

End of Project: 03/12

Specifications

Height: 99 metres

Length: 456 metres

Volume of RCC: 830 m³x10³

Total volume: 948 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.60	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	1000

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
36	Low-lime flyash (ASTM Class F)

Yunkou

Full Dam Information

Details

Country: China

Owner: Yujiang Hydropower Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Wuni

Reservoir capacity: 35 m³x10⁶

Construction Dates

Start of Project: 06/07

Start of RCC: 06/07

End of RCC: 06/09

End of Project: -/12

Specifications

Height: 119 metres

Length: 152 metres

Volume of RCC: 200 m³x10³

Total volume: 205 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Vaca

Full Dam Information

Details

Country: Belize

Owner: Belize Electric Company Ltd (BECOL) and A. Fortis Company, Canada

Type: Gravity

Purpose(s): Hydropower

River: Marcal

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: 02/07

Start of RCC: 02/07

End of RCC: 10/09

End of Project: 12/11

Specifications

Height: 70 metres

Length: 225 metres

Volume of RCC: 200 m³x10³

Total volume: 220 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
94

Pozzolan (kg/m³)	Pozzolan Type
31	Low-lime flyash (ASTM Class F)

Saf-Saf

Full Dam Information

Details

Country: Algeria

Owner: ANBT (Agence Nationale des Barrages et Transfert)

Type: Hardfill

Purpose(s): Flood Control / Irrigation / Water Supply

River: Saf-Saf

Reservoir capacity: 18 m³x10⁶

Construction Dates

Start of Project: 03/06

Start of RCC: 03/06

End of RCC: 10/09

End of Project: 03/11

Specifications

Height: 36 metres

Length: 270 metres

Volume of RCC: 120 m³x10³

Total volume: 175 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
0.70	RCC against precast concrete panels

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
120

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Taum Sauk

Full Dam Information

Details

Country: USA

Owner: AmerenUE

Type: Hardfill

Purpose(s): Hydropower

River: Water source - East Fork of Black River

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: 02/07

Start of RCC: 02/07

End of RCC: 11/09

End of Project: 06/10

Specifications

Height: 49 metres

Length: 2060 metres

Volume of RCC: 2448 m³x10³

Total volume: 2500 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.60	Traditional concrete against formwork

Downstream

Slope	Type
0.60	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
no
spillway

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
59

Pozzolan (kg/m³)	Pozzolan Type
59	Low-lime flyash (ASTM Class F)

Deep Creek Nº5D

Full Dam Information

Details

Country: USA

Owner: Yadkin County and NRCS

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Deep Creek

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: 12/08

Start of RCC: 12/08

End of RCC: 12/09

End of Project: 07/10

Specifications

Height: 22 metres

Length: 226 metres

Volume of RCC: 39 m³x10³

Total volume: 45 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
89

Pozzolan (kg/m³)	Pozzolan Type
89	Low-lime flyash (ASTM Class F)

Salto-RS

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Caí

Reservoir capacity: -

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/09

End of Project: -/09

Specifications

Height: 42 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Cristalandia

Full Dam Information

Details

Country: Brazil

Owner: EMBASA (Empresa Baiana de Aguas e Saneamento S.A)

Type: Gravity

Purpose(s): Water Supply

River: de Contas

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/09

End of Project: 01/10

Specifications

Height: 22 metres

Length: 337 metres

Volume of RCC: 61 m³x10³

Total volume: 68 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Wudu

Full Dam Information

Details

Country: China

Owner: Sichuan Wudu Water Conservancy and Hydropower Group Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Fu

Reservoir capacity: 572 m³x10⁶

Construction Dates

Start of Project: 10/04

Start of RCC: 10/04

End of RCC: -/09

End of Project: -/10

Specifications

Height: 120 metres

Length: 631 metres

Volume of RCC: 1151 m³x10³

Total volume: 1580 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC)

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

São Pedro

Full Dam Information

Details

Country: Brazil

Owner: São Pedro Energia S/A

Type: Gravity

Purpose(s): Hydropower

River: Jacu Braço Norte

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/09

End of Project: -/10

Specifications

Height: 30 metres

Length: 140 metres

Volume of RCC: 22 m³x10³

Total volume: 35 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sông Côn 2

Full Dam Information

Details

Country: Vietnam

Owner: Geruco Song Con Hydro Power Joint Stock Company

Type: Gravity

Purpose(s): Hydropower

River: Song Con

Reservoir capacity: 30 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/09

End of Project: -/10

Specifications

Height: 58 metres

Length: 260 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Huanghuazhai

Full Dam Information

Details

Country: China

Owner: China Datang Corporation

Type: Thin Arch

Purpose(s): Hydropower

River: Getu

Reservoir capacity: 1748 m³x10⁶

Construction Dates

Start of Project: 07/06

Start of RCC: 07/06

End of RCC: -/09

End of Project: -/10

Specifications

Height: 110 metres

Length: 253 metres

Volume of RCC: 280 m³x10³

Total volume: 292 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
52

Pozzolan (kg/m³)	Pozzolan Type
96	Low-lime flyash (ASTM Class F)

Tianhuaban

Full Dam Information

Details

Country: China

Owner: Yunnan Dianneng Niulanjiang Hydropower Development Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Niulan

Reservoir capacity: 66 m³x10⁶

Construction Dates

Start of Project: 12/06

Start of RCC: 12/06

End of RCC: -/09

End of Project: -/10

Specifications

Height: 113 metres

Length: 160 metres

Volume of RCC: 182 m³x10³

Total volume: 360 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
curve	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
curve	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
ogee	RCC against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Baishiya

Full Dam Information

Details

Country: China

Owner: Quifeng Water Supply Co. of Fangchenggang City

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Xijiang

Reservoir capacity: 26 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/09

End of Project: -/12

Specifications

Height: 74 metres

Length: 190 metres

Volume of RCC: 230 m³x10³

Total volume: 240 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type
0.75

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Palomino

Full Dam Information

Details

Country: Dominican Republic

Owner: EGEHID (Empresa de Generación Hidroeléctrica Dominicana)

Type: Hardfill

Purpose(s): Hydropower

River: Yaque del Sur and Blanco

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/09

End of Project: -/13

Specifications

Height: 65 metres

Length: 153 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Criúva

Full Dam Information

Details

Country: Brazil

Owner: Criúva Energética S/A

Type: Gravity

Purpose(s): Hydropower

River: Lajeado Grange

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/09

End of Project: 12/09

Specifications

Height: 25 metres

Length: 246 metres

Volume of RCC: 80 m³x10³

Total volume: 95 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
72

Pozzolan (kg/m³)	Pozzolan Type
18	Natural pozzolan (ASTM Class N)

Chonghu’er

Full Dam Information

Details

Country: China

Owner: Xinjiang-Xinhua-Chonghuer Hydropower Development Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Burgin

Reservoir capacity: 85 m³x10⁶

Construction Dates

Start of Project: 10/06

Start of RCC: 10/06

End of RCC: -/09

End of Project: -/09

Specifications

Height: 74 metres

Length: 545 metres

Volume of RCC: -

Total volume: 480 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Xiaotianlong

Full Dam Information

Details

Country: China

Owner: Hongguo Water Resources Development Co.

Type: Gravity

Purpose(s): Water Supply

River: Tuochang

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/09

End of Project: -/09

Specifications

Height: 58 metres

Length: 168 metres

Volume of RCC: -

Total volume: 125 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Areia Branca

Full Dam Information

Details

Country: Brazil

Owner: Hidrelétrica Areia Branca S.A. (Tractebel Energia)

Type: Gravity

Purpose(s): Hydropower

River: Manhuaçu

Reservoir capacity: -

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/09

End of Project: -/09

Specifications

Height: 28 metres

Length: 257 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Palanquinho

Full Dam Information

Details

Country: Brazil

Owner: Serrana Energética S/A

Type: Gravity

Purpose(s): Hydropower

River: das Antas

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/09

End of Project: 01/10

Specifications

Height: 32 metres

Length: 137 metres

Volume of RCC: 89 m³x10³

Total volume: 103 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
72

Pozzolan (kg/m³)	Pozzolan Type
18	Natural pozzolan (ASTM Class N)

Mulungu do Morro

Full Dam Information

Details

Country: Brazil

Owner: EMBASA (Empresa Baiana de Aguas e Saneamento S/A)

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Tijuco

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/09

End of Project: 03/10

Specifications

Height: 16 metres

Length: 156 metres

Volume of RCC: 13 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Damad

Full Dam Information

Details

Country: Saudi Arabia

Owner: Ministry of Water and Energy of the Kingdom of Saudi Arabia

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Jawrah

Reservoir capacity: 33 m³x10⁶

Construction Dates

Start of Project: 05/06

Start of RCC: 05/06

End of RCC: -/09

End of Project: 05/10

Specifications

Height: 52 metres

Length: 592 metres

Volume of RCC: 207 m³x10³

Total volume: 384 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300 -	1000 -
500	1500

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Poço do Marruáo

Full Dam Information

Details

Country: Brazil

Owner: Insituto de Desenvolvimento do Piauí

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Riacho do Jorge

Reservoir capacity: 293 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/09

End of Project: -/10

Specifications

Height: 48 metres

Length: 870 metres

Volume of RCC: 293 m³x10³

Total volume: 306 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Barra dos Coqueiros

Full Dam Information

Details

Country: Brazil

Owner: Gerdau Aços Longos

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Claro

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 08/07

Start of RCC: 08/07

End of RCC: -/09

End of Project: 07/10

Specifications

Height: 60 metres

Length: 1670 metres

Volume of RCC: 172 m³x10³

Total volume: 282 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Piedade

Full Dam Information

Details

Country: Brazil

Owner: Piedade Usina Geradora de Energia S.A

Type: Gravity

Purpose(s): Hydropower

River: Piedade

Reservoir capacity: 18 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/09

End of Project: 08/10

Specifications

Height: 30 metres

Length: 397 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Serra do Facão

Full Dam Information

Details

Country: Brazil

Owner: Serra do Facão Energia S.A. (SEFAC)

Type: Gravity

Purpose(s): Hydropower

River: Sao Marcos

Reservoir capacity: 5199 m³x10⁶

Construction Dates

Start of Project: 02/07

Start of RCC: 02/07

End of RCC: -/09

End of Project: 10/10

Specifications

Height: 92 metres

Length: 326 metres

Volume of RCC: 610 m³x10³

Total volume: 742 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
72

Pozzolan (kg/m³)	Pozzolan Type
18	Natural pozzolan (ASTM Class N)

Maduhe

Full Dam Information

Details

Country: China

Owner: Yichang Junwang Group Co.

Type: Thin Arch

Purpose(s): Hydropower

River: Siyang

Reservoir capacity: 33 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/09

End of Project: -/10

Specifications

Height: 100 metres

Length: 185 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

São Gonçalo (formerly Santa Bárbara)

Full Dam Information

Details

Country: Brazil

Owner: SPE São Gonçalo Energia S.A.

Type: Gravity

Purpose(s): Hydropower

River: Santa Bárbara

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/09

End of Project: -/10

Specifications

Height: 28 metres

Length: 148 metres

Volume of RCC: 14 m³x10³

Total volume: 26 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.75

Spillway

Slope	Type
0.75

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
68

Pozzolan (kg/m³)	Pozzolan Type
17	Natural pozzolan (ASTM Class N)

São Gonçalo (formerly Santa Bárbara) completed

Caçu

Full Dam Information

Details

Country: Brazil

Owner: Gerdau SA

Type: Gravity

Purpose(s): Hydropower

River: Claro

Reservoir capacity: -

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/09

End of Project: -/10

Specifications

Height: 40 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Yangjiayuan

Full Dam Information

Details

Country: China

Owner: Guizhou Tongzihe Hydropower Development Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower / Water Supply

River: Tongzhi

Reservoir capacity: 78 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/09

End of Project: -/10

Specifications

Height: 68 metres

Length: 153 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sehb el Merga

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Sehb el Merga

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: 06/07

Start of RCC: 06/07

End of RCC: -/09

End of Project: -/10

Specifications

Height: 37 metres

Length: 480 metres

Volume of RCC: 85 m³x10³

Total volume: 95 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65

Pozzolan (kg/m³)	Pozzolan Type
25	Natural pozzolan (ASTM Class N)

Geliqiao

Full Dam Information

Details

Country: China

Owner: Wujiang Hydropower Development Corporation

Type: Gravity

Purpose(s): Hydropower

River: Qingshuihe

Reservoir capacity: 77 m³x10⁶

Construction Dates

Start of Project: 01/07

Start of RCC: 01/07

End of RCC: -/09

End of Project: -/10

Specifications

Height: 124 metres

Length: 104 metres

Volume of RCC: -

Total volume: 500 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Arvoredo

Full Dam Information

Details

Country: Brazil

Owner: SPE Arvoredo Energia S.A.

Type: Gravity

Purpose(s): Hydropower

River: Irani

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/09

End of Project: 04/10

Specifications

Height: 39 metres

Length: 259 metres

Volume of RCC: 53 m³x10³

Total volume: 81 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.75

Spillway

Slope	Type
0.75

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
20	Natural pozzolan (ASTM Class N)

Feke II

Full Dam Information

Details

Country: Turkey

Owner: Akkur Energy Production Trade and Industry Co. Inc.

Type: Gravity

Purpose(s): Hydropower

River: Göksu

Reservoir capacity: 63 m³x10⁶

Construction Dates

Start of Project: 12/07

Start of RCC: 12/07

End of RCC: 02/10

End of Project: 08/10

Specifications

Height: 70 metres

Length: 256 metres

Volume of RCC: 194 m³x10³

Total volume: 227 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.07	Traditional concrete against precast concrete panels with geomembrane

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60
60

Pozzolan (kg/m³)	Pozzolan Type
60	Low-lime flyash (ASTM Class F)
50

Adnan Mendres (formerly Çine)

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Çine

Reservoir capacity: 350 m³x10⁶

Construction Dates

Start of Project: 12/95

Start of RCC: 12/95

End of RCC: 04/10

End of Project: 10/11

Specifications

Height: 137 metres

Length: 300 metres

Volume of RCC: 1560 m³x10³

Total volume: 1650 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	RCC against precast concrete panels (GEVR/GE-RCC)
0.20

Downstream

Slope	Type
0.85	RCC against precast concrete panels (GEVR/GE-RCC)

Spillway

Slope	Type
0.85	RCC against precast concrete panels (GEVR/GE-RCC)

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85
75

Pozzolan (kg/m³)	Pozzolan Type
105	Low-lime flyash (ASTM Class F)
95

Ulu Sepri (formerly Batu Hampar)

Full Dam Information

Details

Country: Malaysia

Owner: Jabatan Bekalan Air Negeri Sembilan

Type: Gravity

Purpose(s): Water Supply

River: Batu Hampar

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 11/07

Start of RCC: 11/07

End of RCC: 04/10

End of Project: 05/10

Specifications

Height: 65 metres

Length: 236 metres

Volume of RCC: 200 m³x10³

Total volume: 203 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
	RCC against precast concrete blocks

Spillway

Slope	Type
	RCC against precast concrete blocks

Placement

Layers (mm)	Lifts (mm)
300	1200

Cementitious material

Cement (kg/m³)
65

Pozzolan (kg/m³)	Pozzolan Type
120	Low-lime flyash (ASTM Class F)

Bengoh

Full Dam Information

Details

Country: Malaysia

Owner: Public Works Department

Type: Gravity

Purpose(s): Water Supply

River: Sungai Bengoh

Reservoir capacity: 144 m³x10⁶

Construction Dates

Start of Project: 06/07

Start of RCC: 06/07

End of RCC: 05/10

End of Project: -/12

Specifications

Height: 63 metres

Length: 267 metres

Volume of RCC: 130 m³x10³

Total volume: 172 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
120	Low-lime flyash (ASTM Class F)

Kasegawa auxiliary dam

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Hardfill

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Kase

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 03/08

Start of RCC: 03/08

End of RCC: 06/10

End of Project: 09/10

Specifications

Height: 29 metres

Length: 116 metres

Volume of RCC: 52 m³x10³

Total volume: 68 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Pirris

Full Dam Information

Details

Country: Costa Rica

Owner: ICE (Instituto Costarricence de Electricidad)

Type: Gravity

Purpose(s): Hydropower

River: Pirris

Reservoir capacity: 36 m³x10⁶

Construction Dates

Start of Project: 12/06

Start of RCC: 12/06

End of RCC: 06/10

End of Project: 07/11

Specifications

Height: 113 metres

Length: 258 metres

Volume of RCC: 695 m³x10³

Total volume: 755 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.33	RCC against formwork (GEVR/GE-RCC) [stepped face]

Downstream

Slope	Type
0.50	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.50	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
88

Pozzolan (kg/m³)	Pozzolan Type
132	Natural pozzolan (ASTM Class N)

Bramhoek

Full Dam Information

Details

Country: South Africa

Owner: ESKOM

Type: Gravity

Purpose(s): Hydropower

River: Braamhoekspruit

Reservoir capacity: 27 m³x10⁶

Construction Dates

Start of Project: 04/08

Start of RCC: 04/08

End of RCC: 06/10

End of Project: 02/11

Specifications

Height: 37 metres

Length: 330 metres

Volume of RCC: 90 m³x10³

Total volume: 98 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.67	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.67	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	1200

Cementitious material

Cement (kg/m³)
70

Pozzolan (kg/m³)	Pozzolan Type
95	Low-lime flyash (ASTM Class F)

Koris Gefiri (Maiden’s bridge)

Full Dam Information

Details

Country: Greece

Owner: Ministry of Agriculture

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Partheni

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 11/05

Start of RCC: 11/05

End of RCC: 07/10

End of Project: -/16

Specifications

Height: 42 metres

Length: 221 metres

Volume of RCC: 170 m³x10³

Total volume: 190 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.80	Reinforced concrete cast against precast units or slip-formed facing elements

Downstream

Slope	Type
0.80	RCC against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300 -	300 -
450	450

Cementitious material

Cement (kg/m³)
50

Pozzolan (kg/m³)	Pozzolan Type
10	Natural pozzolan (ASTM Class N)

Ghasre Ghand (formerly Zirdan)

Full Dam Information

Details

Country: Iran

Owner: Sistan & Balouchestan Water Authority

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Kajoo

Reservoir capacity: 207 m³x10⁶

Construction Dates

Start of Project: 11/02

Start of RCC: 11/02

End of RCC: 08/10

End of Project: 11/10

Specifications

Height: 65 metres

Length: 350 metres

Volume of RCC: 265 m³x10³

Total volume: 437 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against precast concrete panels

Downstream

Slope	Type
	RCC against formwork [stepped face]

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
98

Pozzolan (kg/m³)	Pozzolan Type
42	Natural pozzolan (ASTM Class N)

Ghasre Ghand (formerly Zirdan) under construction

Son La

Full Dam Information

Details

Country: Vietnam

Owner: EVN (Electricté de Vietnam)

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Song Da (Black river)

Reservoir capacity: 9260 m³x10⁶

Construction Dates

Start of Project: 04/04

Start of RCC: 04/04

End of RCC: 08/10

End of Project: 12/12

Specifications

Height: 138 metres

Length: 962 metres

Volume of RCC: 2677 m³x10³

Total volume: 4800 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.73	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
160	Low-lime flyash (ASTM Class F)

Şirnak

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower

River: Ortasui

Reservoir capacity: 18 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: 08/10

End of Project: 09/10

Specifications

Height: 67 metres

Length: 198 metres

Volume of RCC: 157 m³x10³

Total volume: 231 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	600

Cementitious material

Cement (kg/m³)
125

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Abou Abbas Al-Sabti (formerly Taskourt)

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Al Mal

Reservoir capacity: 25 m³x10⁶

Construction Dates

Start of Project: 01/08

Start of RCC: 01/08

End of RCC: 09/10

End of Project: 04/11

Specifications

Height: 75 metres

Length: 408 metres

Volume of RCC: 415 m³x10³

Total volume: 490 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73

Pozzolan (kg/m³)	Pozzolan Type
32	Natural pozzolan (ASTM Class N)

Abou Abbas Al-Sabti (formerly Taskourt) completed

Tobetsu

Full Dam Information

Details

Country: Japan

Owner: Hokkaido Prefecture

Type: Hardfill

Purpose(s): Flood Control / Irrigation / Water Supply

River: Tobetsu

Reservoir capacity: 75 m³x10⁶

Construction Dates

Start of Project: 10/08

Start of RCC: 10/08

End of RCC: 09/10

End of Project: 10/12

Specifications

Height: 52 metres

Length: 432 metres

Volume of RCC: 665 m³x10³

Total volume: 803 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.80	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against precast concrete panels

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
100
80 60

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used
0

Saladillo

Full Dam Information

Details

Country: Argentina

Owner: Provincia de San Luis

Type: Gravity

Purpose(s): Water Supply

River: Quinto

Reservoir capacity: -

Construction Dates

Start of Project: 02/09

Start of RCC: 02/09

End of RCC: 09/10

End of Project: 01/11

Specifications

Height: 79 metres

Length: 487 metres

Volume of RCC: 210 m³x10³

Total volume: 249 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against precast concrete panels

Downstream

Slope	Type
	Traditional concrete against precast concrete panels

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ban Ve

Full Dam Information

Details

Country: Vietnam

Owner: EVN (Electrictie de Vietnam)

Type: Gravity

Purpose(s): Hydropower

River: Ca

Reservoir capacity: 1500 m³x10⁶

Construction Dates

Start of Project: 08/04

Start of RCC: 08/04

End of RCC: 10/10

End of Project: 12/11

Specifications

Height: 136 metres

Length: 480 metres

Volume of RCC: 1520 m³x10³

Total volume: 1750 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
v	RCC against formwork (GEVR/GE-RCC)
0.30

Downstream

Slope	Type
0.85	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
120	Natural pozzolan (ASTM Class N)

Çamlica III

Full Dam Information

Details

Country: Turkey

Owner: Akfen Energy

Type: Hardfill

Purpose(s): Flood Control / Hydropower

River: Zamanti

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 04/08

Start of RCC: 04/08

End of RCC: 12/10

End of Project: 04/11

Specifications

Height: 52 metres

Length: 186 metres

Volume of RCC: 160 m³x10³

Total volume: 182 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.70	RCC against precast concrete panels

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
88

Pozzolan (kg/m³)	Pozzolan Type
37	Low-lime flyash (ASTM Class F)

Wyaralong

Full Dam Information

Details

Country: Australia

Owner: Queensland Water Infrastructure Pty. Ltd.

Type: Gravity

Purpose(s): Water Supply

River: Teviot Brook

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 09/09

Start of RCC: 09/09

End of RCC: 12/10

End of Project: 06/11

Specifications

Height: 48 metres

Length: 464 metres

Volume of RCC: 173 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

Pozzolan (kg/m³)	Pozzolan Type
85	Low-lime flyash (ASTM Class F)

Valsamiotis

Full Dam Information

Details

Country: Greece

Owner: Crete Development Organisation

Type: Hardfill

Purpose(s): Irrigation

River: Valsamiotis

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: 10/05

Start of RCC: 10/05

End of RCC: 12/10

End of Project: -/14

Specifications

Height: 63 metres

Length: 335 metres

Volume of RCC: 640 m³x10³

Total volume: 820 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.80	Reinforced concrete cast against precast units or slip-formed facing elements

Downstream

Slope	Type
0.80	RCC against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Dong Nai 3

Full Dam Information

Details

Country: Vietnam

Owner: EVN (Electrictie de Vietnam)

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Dong Nai

Reservoir capacity: 1690 m³x10⁶

Construction Dates

Start of Project: 12/04

Start of RCC: 12/04

End of RCC: 12/10

End of Project: 10/11

Specifications

Height: 108 metres

Length: 594 metres

Volume of RCC: 1138 m³x10³

Total volume: 1235 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
75

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Nuoc Trong

Full Dam Information

Details

Country: Vietnam

Owner: MARD (Ministry of Agriculture and Rural Development)

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Tra Kluc

Reservoir capacity: 290 m³x10⁶

Construction Dates

Start of Project: 10/07

Start of RCC: 10/07

End of RCC: 12/10

End of Project: 05/11

Specifications

Height: 69 metres

Length: 518 metres

Volume of RCC: 446 m³x10³

Total volume: 607 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
125
80

Pozzolan (kg/m³)	Pozzolan Type
218	Natural pozzolan (ASTM Class N)
230

Santa Clara-BA

Full Dam Information

Details

Country: Brazil

Owner: Companhia Energetica Santa Clara

Type: Gravity

Purpose(s): Hydropower

River: Mucuri

Reservoir capacity: 151 m³x10⁶

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: -/02

End of Project: -/03

Specifications

Height: 59 metres

Length: 242 metres

Volume of RCC: 520 m³x10³

Total volume: 600 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Khan Khwar

Full Dam Information

Details

Country: Pakistan

Owner: WAPDA (Water and Power Development Authority) and CTGC (China Three Gorges Corp.)

Type: Gravity

Purpose(s): Hydropower

River: Duber Khwar

Reservoir capacity: -

Construction Dates

Start of Project: 04/03

Start of RCC: 04/03

End of RCC: -/10

End of Project: 04/12

Specifications

Height: 46 metres

Length: 112 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Wuyi

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): unknown

River: Dina

Reservoir capacity: 99 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/10

End of Project: -/12

Specifications

Height: 103 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Yongdingqiao

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): unknown

River: Liushahe

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/10

End of Project: -/12

Specifications

Height: 123 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Jin’anqiao

Full Dam Information

Details

Country: China

Owner: Hanergy, Yunnan Jinsha River Hydropower Co. Ltd. and Yunnan Investment and Development Co. Ltd.

Type: Gravity

Purpose(s): Hydropower / Navigation / Recreation

River: Jinsha

Reservoir capacity: 913 m³x10⁶

Construction Dates

Start of Project: 12/03

Start of RCC: 12/03

End of RCC: -/10

End of Project: -/11

Specifications

Height: 160 metres

Length: 640 metres

Volume of RCC: 2400 m³x10³

Total volume: 4430 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
72
96

Pozzolan (kg/m³)	Pozzolan Type
108	Low-lime flyash (ASTM Class F)
117

Gasparino

Full Dam Information

Details

Country: Brazil

Owner: CERB (Companhia de Engenharia Ambiental e Recursos Hídricos da Bahia)

Type: Gravity

Purpose(s): Water Supply

River: Vaza-Barris

Reservoir capacity: 49 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/10

End of Project: 10/10

Specifications

Height: 23 metres

Length: 927 metres

Volume of RCC: -

Total volume: 130 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Rondon II

Full Dam Information

Details

Country: Brazil

Owner: Eletrogoes S/A.

Type: Gravity

Purpose(s): Hydropower

River: Comemorqção

Reservoir capacity: 478 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/10

End of Project: -/11

Specifications

Height: 19 metres

Length: 460 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Imboulou

Full Dam Information

Details

Country: Republic of Congo

Owner: Délégation Générale des Grands Travaux

Type: Gravity

Purpose(s): Hydropower

River: Léfini

Reservoir capacity: 584 m³x10⁶

Construction Dates

Start of Project: 09/03

Start of RCC: 09/03

End of RCC: -/10

End of Project: 05/11

Specifications

Height: 33 metres

Length: 310 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Moula

Full Dam Information

Details

Country: Tunisia

Owner: Ministère de l’Agriculture

Type: Hardfill

Purpose(s): Water Supply

River: Bou Terfess

Reservoir capacity: 26 m³x10⁶

Construction Dates

Start of Project: 02/03

Start of RCC: 02/03

End of RCC: -/10

End of Project: 11/11

Specifications

Height: 81 metres

Length: 324 metres

Volume of RCC: 422 m³x10³

Total volume: 450 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
120

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Çaltikoru

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Hardfill

Purpose(s): Irrigation

River: İlyasdere

Reservoir capacity: 42 m³x10⁶

Construction Dates

Start of Project: -/95

Start of RCC: -/95

End of RCC: -/10

End of Project: 12/11

Specifications

Height: 65 metres

Length: 477 metres

Volume of RCC: 743 m³x10³

Total volume: 800 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.35	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.70	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
50	Low-lime flyash (ASTM Class F)

Saizhu

Full Dam Information

Details

Country: China

Owner: Yunnan Dianneng Group Holding Company

Type: Thin Arch

Purpose(s): Hydropower

River: Xima

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 04/06

Start of RCC: 04/06

End of RCC: -/10

End of Project: -/11

Specifications

Height: 72 metres

Length: 160 metres

Volume of RCC: 107 m³x10³

Total volume: 115 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
curve	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
curve	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
	RCC against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Qianchang

Full Dam Information

Details

Country: China

Owner: Guodian Yunnan Power Co Ltd

Type: Gravity

Purpose(s): Hydropower

River: Pudu

Reservoir capacity: 22 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/10

End of Project: -/11

Specifications

Height: 81 metres

Length: 148 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tiechuanqiao

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): unknown

River: Yupaojiang

Reservoir capacity: 25 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/10

End of Project: -/11

Specifications

Height: 95 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Shidi

Full Dam Information

Details

Country: China

Owner: Chongqing Wujiang Power Company

Type: Gravity

Purpose(s): Hydropower

River: Youshui

Reservoir capacity: 163 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/10

End of Project: -/12

Specifications

Height: 30 metres

Length: 214 metres

Volume of RCC: -

Total volume: 260 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sanliping

Full Dam Information

Details

Country: China

Owner: Hubei Energy Group Co. Ltd.

Type: Thin Arch

Purpose(s): Flood Control / Hydropower

River: Nanhe

Reservoir capacity: 499 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/10

End of Project: -/11

Specifications

Height: 133 metres

Length: 285 metres

Volume of RCC: -

Total volume: 390 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	Traditional concrete against formwork

Spillway

Slope	Type
	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Água Limpa

Full Dam Information

Details

Country: Brazil

Owner: Água Limpa Energia S/A

Type: Gravity

Purpose(s): Hydropower

River: Palmeiras

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/10

End of Project: 12/10

Specifications

Height: 38 metres

Length: 98 metres

Volume of RCC: 42 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Figueirópolis

Full Dam Information

Details

Country: Brazil

Owner: Companhia Hidroelétrica Figueirópolis

Type: Gravity

Purpose(s): Hydropower

River: Jauru

Reservoir capacity: 35 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/10

End of Project: 12/10

Specifications

Height: 16 metres

Length: 170 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.43

Spillway

Slope	Type
0.75

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Porto Estrela

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Santo Antonio

Reservoir capacity: 8 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/10

End of Project: -/11

Specifications

Height: 26 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Longhuakou

Full Dam Information

Details

Country: China

Owner: Meng County Longhuakou Hydropower Co. Ltd.

Type: Gravity

Purpose(s): unknown

River: Longhua

Reservoir capacity: 30 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/10

End of Project: -/10

Specifications

Height: 63 metres

Length: 353 metres

Volume of RCC: -

Total volume: 414 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ibirama

Full Dam Information

Details

Country: Brazil

Owner: Ibirama Energética SA

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/10

End of Project: -/10

Specifications

Height: 15 metres

Length: 145 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ninho da Águia

Full Dam Information

Details

Country: Brazil

Owner: CPFL Renovaveis

Type: Gravity

Purpose(s): Hydropower

River: Santo Antônio

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/10

End of Project: -/10

Specifications

Height: 15 metres

Length: 94 metres

Volume of RCC: -

Total volume: 14 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.75

Spillway

Slope	Type
0.75

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Caju

Full Dam Information

Details

Country: Brazil

Owner: Energisa Geracão Rio Grande S/A

Type: Gravity

Purpose(s): Hydropower

River: Rio Grande

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/10

End of Project: 03/11

Specifications

Height: 38 metres

Length: 222 metres

Volume of RCC: 66 m³x10³

Total volume: 82 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Pipoca

Full Dam Information

Details

Country: Brazil

Owner: Omega Engergia Renovávelo S/A

Type: Gravity

Purpose(s): Hydropower

River: Manhuaçu

Reservoir capacity: -

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/10

End of Project: 04/11

Specifications

Height: 16 metres

Length: 200 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Natural pozzolan (ASTM Class N)

Naen

Full Dam Information

Details

Country: China

Owner: Guangxi Water Conservancy and Electric Power Corporation

Type: Thin Arch

Purpose(s): Hydropower

River: Baidu

Reservoir capacity: 22 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/10

End of Project: -/11

Specifications

Height: 75 metres

Length: 217 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

São José

Full Dam Information

Details

Country: Brazil

Owner: Ijui Energia S.A.

Type: Gravity

Purpose(s): Hydropower

River: Carreiro

Reservoir capacity: 188 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/10

End of Project: -/11

Specifications

Height: 29 metres

Length: 790 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Luoboba

Full Dam Information

Details

Country: China

Owner: Enshi Tianfa Electric Ltd.

Type: Thin Arch

Purpose(s): Flood Control / Hydropower / Recreation

River: Lengshui

Reservoir capacity: 87 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/10

End of Project: -/11

Specifications

Height: 114 metres

Length: 192 metres

Volume of RCC: 21 m³x10³

Total volume: 21 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Lavrinha

Full Dam Information

Details

Country: Brazil

Owner: BME

Type: Gravity

Purpose(s): Hydropower

River: Paraiba do Sul

Reservoir capacity: -

Construction Dates

Start of Project: 12/07

Start of RCC: 12/07

End of RCC: -/10

End of Project: -/11

Specifications

Height: 28 metres

Length: -

Volume of RCC: 85 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ingazeira (formerly San Antonio and Cachoeirinha)

Full Dam Information

Details

Country: Brazil

Owner: DNOCS (Departamento Nacional de Obras Contra a Seca)

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Pajeú

Reservoir capacity: 49 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/10

End of Project: -/11

Specifications

Height: 26 metres

Length: 566 metres

Volume of RCC: 64 m³x10³

Total volume: 92 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ingazeira (formerly San Antonio and Cachoeirinha) completed

Sfeissif

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): unknown

River: Safsaf

Reservoir capacity: 20 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/10

End of Project: -/11

Specifications

Height: 29 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.85	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.85	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
120

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

São Sebastião do Alto

Full Dam Information

Details

Country: Brazil

Owner: Geracao Hidroeletrica Rio Grande S/A

Type: Gravity

Purpose(s): Hydropower

River: Grande

Reservoir capacity: 44 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/10

End of Project: -/11

Specifications

Height: 41 metres

Length: 210 metres

Volume of RCC: 51 m³x10³

Total volume: 75 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Lechangxia

Full Dam Information

Details

Country: China

Owner: Department of Water Resources, Guandong Province

Type: Gravity

Purpose(s): Hydropower / Irrigation / Navigation

River: Bei

Reservoir capacity: 374 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/10

End of Project: -/11

Specifications

Height: 85 metres

Length: 256 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Francisco J. Múgica (formerly Nueva Italia)

Full Dam Information

Details

Country: Mexico

Owner: Gobierno del Estado de Michoacán

Type: Gravity

Purpose(s): Irrigation

River: El Marqués

Reservoir capacity: 100 m³x10⁶

Construction Dates

Start of Project: 03/08

Start of RCC: 03/08

End of RCC: -/10

End of Project: -/11

Specifications

Height: 90 metres

Length: 375 metres

Volume of RCC: 367 m³x10³

Total volume: 451 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical
0.30

Downstream

Slope	Type
1.00

Spillway

Slope	Type
1.00

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Francisco J. Múgica (formerly Nueva Italia) completed

Corrente Grande

Full Dam Information

Details

Country: Brazil

Owner: CPFL Renovaveis

Type: Gravity

Purpose(s): Hydropower

River: Corrente Grande

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/10

End of Project: -/10

Specifications

Height: 20 metres

Length: 110 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.75

Spillway

Slope	Type
0.75

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Marco Balbo

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/10

End of Project: -/10

Specifications

Height: 30 metres

Length: -

Volume of RCC: 42 m³x10³

Total volume: 73 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ait Moulay Ahmed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Ain Leuh

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 10/09

Start of RCC: 10/09

End of RCC: 01/11

End of Project: 10/11

Specifications

Height: 29 metres

Length: 136 metres

Volume of RCC: 18 m³x10³

Total volume: 20 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

Pozzolan (kg/m³)	Pozzolan Type
30	Natural pozzolan (ASTM Class N)

El Puente de Santolea

Full Dam Information

Details

Country: Spain

Owner: Acua Ebro

Type: Gravity

Purpose(s): Irrigation

River: Guadalope

Reservoir capacity: 18 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: 02/11

End of Project: 03/11

Specifications

Height: 35 metres

Length: 203 metres

Volume of RCC: 65 m³x10³

Total volume: 70 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	RCC against formwork (GEVR/GE-RCC) [stepped face]

Downstream

Slope	Type
0.60	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.60	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65

Pozzolan (kg/m³)	Pozzolan Type
153	Low-lime flyash (ASTM Class F)

Las Tunas

Full Dam Information

Details

Country: Argentina

Owner: Provincia de Catamarca

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Las Tunas

Reservoir capacity: 101 m³x10⁶

Construction Dates

Start of Project: 02/09

Start of RCC: 02/09

End of RCC: 02/11

End of Project: 12/11

Specifications

Height: 33 metres

Length: 259 metres

Volume of RCC: 30 m³x10³

Total volume: 56 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
200	400

Cementitious material

Cement (kg/m³)
85

Pozzolan (kg/m³)	Pozzolan Type
25	Natural pozzolan (ASTM Class N)

Okukubi (Kin)

Full Dam Information

Details

Country: Japan

Owner: Okinawa General Bureau, Cabinet Office, Japan

Type: Hardfill

Purpose(s): Flood Control / Irrigation / Water Supply

River: Okukubi

Reservoir capacity: 79 m³x10⁶

Construction Dates

Start of Project: 03/09

Start of RCC: 03/09

End of RCC: 03/11

End of Project: 07/11

Specifications

Height: 39 metres

Length: 461 metres

Volume of RCC: 339 m³x10³

Total volume: 430 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.80	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against precast concrete panels

Spillway

Slope	Type
0.80	Traditional concrete against precast concrete panels

Placement

Layers (mm)	Lifts (mm)
300	750

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Changuinola 1

Full Dam Information

Details

Country: Panama

Owner: AES (Allied Energy Systems Co.) Panama SRL

Type: Arch-Gravity

Purpose(s): Hydropower

River: Changuinola

Reservoir capacity: 347 m³x10⁶

Construction Dates

Start of Project: 04/07

Start of RCC: 04/07

End of RCC: 04/11

End of Project: 10/11

Specifications

Height: 105 metres

Length: 595 metres

Volume of RCC: 884 m³x10³

Total volume: 910 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.50	RCC against formwork (GEVR/GE-RCC) [stepped face]
0.70	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.50	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70
65

Pozzolan (kg/m³)	Pozzolan Type
145	Low-lime flyash (ASTM Class F)
150

Gov. Jayme Canet Junior (formerly Antiga Mauá)

Full Dam Information

Details

Country: Brazil

Owner: Consorcio Energético Cruzeiro do Sul (Copel and Electrosul Centrais Eléctricas SA)

Type: Gravity

Purpose(s): Hydropower

River: Tibagi

Reservoir capacity: 2137 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: 05/11

End of Project: -/12

Specifications

Height: 83 metres

Length: 726 metres

Volume of RCC: 633 m³x10³

Total volume: 753 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork with external geomembrane

Downstream

Slope	Type
0.80	RCC against precast concrete blocks

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	2400

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
15	Natural pozzolan (ASTM Class N)

Gov. Jayme Canet Junior (formerly Antiga Mauá) completed

Yunishigawa

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Yunishi

Reservoir capacity: 75 m³x10⁶

Construction Dates

Start of Project: 08/08

Start of RCC: 08/08

End of RCC: 05/11

End of Project: 09/12

Specifications

Height: 119 metres

Length: 320 metres

Volume of RCC: 967 m³x10³

Total volume: 1053 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.60

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	1000

Cementitious material

Cement (kg/m³)
91

Pozzolan (kg/m³)	Pozzolan Type
39	Low-lime flyash (ASTM Class F)

Dong Nai 4

Full Dam Information

Details

Country: Vietnam

Owner: EVN (Electrictie de Vietnam)

Type: Gravity

Purpose(s): Hydropower

River: Dong Nai

Reservoir capacity: 337 m³x10⁶

Construction Dates

Start of Project: 12/04

Start of RCC: 12/04

End of RCC: 06/11

End of Project: -/12

Specifications

Height: 128 metres

Length: 481 metres

Volume of RCC: 1305 m³x10³

Total volume: 1370 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

Pozzolan (kg/m³)	Pozzolan Type
115	Natural pozzolan (ASTM Class N)

El Maleh Amont

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control

River: Maleh

Reservoir capacity: 35 m³x10⁶

Construction Dates

Start of Project: 01/07

Start of RCC: 01/07

End of RCC: 06/11

End of Project: 10/12

Specifications

Height: 49 metres

Length: 174 metres

Volume of RCC: 100 m³x10³

Total volume: 140 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.60	Traditional concrete against precast concrete panels

Spillway

Slope	Type
0.60	Traditional concrete against precast concrete panels

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
120

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

El Realito

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): unknown

River: Santa Maria

Reservoir capacity: 57 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: 06/11

End of Project: -/11

Specifications

Height: 85 metres

Length: 270 metres

Volume of RCC: 420 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.85

Spillway

Slope	Type
0.85

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
33 to

Pozzolan (kg/m³)	Pozzolan Type
27 to	Ground-granulated blast-furnace slag

Güllübag

Full Dam Information

Details

Country: Turkey

Owner: Senerji Enerji

Type: Gravity

Purpose(s): Hydropower

River: Çoruh

Reservoir capacity: 21 m³x10⁶

Construction Dates

Start of Project: 05/09

Start of RCC: 05/09

End of RCC: 06/11

End of Project: 02/12

Specifications

Height: 72 metres

Length: 97 metres

Volume of RCC: 160 m³x10³

Total volume: 175 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.50	Traditional concrete against formwork
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

Pozzolan (kg/m³)	Pozzolan Type
70	Low-lime flyash (ASTM Class F)

Dak Mi 4

Full Dam Information

Details

Country: Vietnam

Owner: (IDICO) Urban and Industrial Development Zone Investment Company

Type: Gravity

Purpose(s): Hydropower

River: Vu Gia

Reservoir capacity: 313 m³x10⁶

Construction Dates

Start of Project: 04/07

Start of RCC: 04/07

End of RCC: 08/11

End of Project: 04/12

Specifications

Height: 90 metres

Length: 472 metres

Volume of RCC: 720 m³x10³

Total volume: 800 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.48	RCC against formwork (GEVR/GE-RCC) [stepped face]
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
95

Pozzolan (kg/m³)	Pozzolan Type
125	Natural pozzolan (ASTM Class N)

Song Tranh 2

Full Dam Information

Details

Country: Vietnam

Owner: EVN (Electrictie de Vietnam)

Type: Gravity

Purpose(s): Hydropower

River: Song Tranh

Reservoir capacity: 733 m³x10⁶

Construction Dates

Start of Project: 03/05

Start of RCC: 03/05

End of RCC: 08/11

End of Project: 12/12

Specifications

Height: 96 metres

Length: 640 metres

Volume of RCC: 1032 m³x10³

Total volume: 1315 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

Pozzolan (kg/m³)	Pozzolan Type
110	Natural pozzolan (ASTM Class N)

Gomal Zam

Full Dam Information

Details

Country: Pakistan

Owner: WAPDA (Water and Power Development Authority)

Type: Arch-Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Gomal

Reservoir capacity: 1424 m³x10⁶

Construction Dates

Start of Project: 07/02

Start of RCC: 07/02

End of RCC: 09/11

End of Project: 06/13

Specifications

Height: 133 metres

Length: 231 metres

Volume of RCC: 390 m³x10³

Total volume: 474 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.60

Spillway

Slope	Type
0.60

Placement

Layers (mm)	Lifts (mm)
300	3000 to
	4000

Cementitious material

Cement (kg/m³)
91

Pozzolan (kg/m³)	Pozzolan Type
91	Low-lime flyash (ASTM Class F)

Yubari Syuparo

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure and Transport

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Yubari

Reservoir capacity: 427 m³x10⁶

Construction Dates

Start of Project: 11/03

Start of RCC: 11/03

End of RCC: 09/11

End of Project: 03/15

Specifications

Height: 111 metres

Length: 390 metres

Volume of RCC: 584 m³x10³

Total volume: 940 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.80	Traditional concrete against formwork

Downstream

Slope	Type
0.82	Traditional concrete against formwork

Spillway

Slope	Type
0.82	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750 &
	1000

Cementitious material

Cement (kg/m³)
91

Pozzolan (kg/m³)	Pozzolan Type
39	Low-lime flyash (ASTM Class F)

Thornton Gap (Tollway)

Full Dam Information

Details

Country: USA

Owner: MWRDGC (Metropolitan Water Reclamation District of Greater Chicago)

Type: Gravity

Purpose(s): Flood Control

River: -

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 02/10

Start of RCC: 02/10

End of RCC: 09/11

End of Project: 11/11

Specifications

Height: 35 metres

Length: 69 metres

Volume of RCC: 25 m³x10³

Total volume: 25 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
48

Pozzolan (kg/m³)	Pozzolan Type
79	Low-lime flyash (ASTM Class F)

Menge

Full Dam Information

Details

Country: Turkey

Owner: Enerjisa En. Ut. A.S.

Type: Gravity

Purpose(s): Hydropower

River: Göksu

Reservoir capacity: 51 m³x10⁶

Construction Dates

Start of Project: 05/09

Start of RCC: 05/09

End of RCC: 10/11

End of Project: 12/11

Specifications

Height: 68 metres

Length: 304 metres

Volume of RCC: 349 m³x10³

Total volume: 384 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.25	Traditional concrete against formwork

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
40	Low-lime flyash (ASTM Class F)

Nam Gnouang (Theun Hinboun Expansion)

Full Dam Information

Details

Country: Laos

Owner: Theun Hinboun Power Company

Type: Gravity

Purpose(s): Hydropower

River: Nam Gnouang

Reservoir capacity: 2450 m³x10⁶

Construction Dates

Start of Project: 10/08

Start of RCC: 10/08

End of RCC: 12/11

End of Project: -/12

Specifications

Height: 65 metres

Length: 480 metres

Volume of RCC: 383 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
1.00	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
100	Low-lime flyash (ASTM Class F)

Nam Gnouang (Theun Hinboun Expansion) completed

Shiyazi

Full Dam Information

Details

Country: China

Owner: Guizhou Zhongshui Energy Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Hongdu

Reservoir capacity: 321 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: 12/11

End of Project: 12/11

Specifications

Height: 135 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Gongguoqiao

Full Dam Information

Details

Country: China

Owner: Huaneng Lancang River Hydropower Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Lancang (Mekong)

Reservoir capacity: 316 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/11

End of Project: 03/12

Specifications

Height: 105 metres

Length: 356 metres

Volume of RCC: -

Total volume: 1067 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Boa Sorte

Full Dam Information

Details

Country: Brazil

Owner: Boa Sorte Energética S/A

Type: Gravity

Purpose(s): Hydropower

River: Tijucas

Reservoir capacity: 18 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/11

End of Project: -/12

Specifications

Height: 26 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Huhehaote (Hohhot) PSS - Upstream lower dam

Full Dam Information

Details

Country: China

Owner: Nei Mongol (Inner Mongolia) Electricity Corporation

Type: Gravity

Purpose(s): Hydropower

River: Halasxinegou

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/11

End of Project: -/12

Specifications

Height: 69 metres

Length: 242 metres

Volume of RCC: 185 m³x10³

Total volume: 330 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Huhehaote (Hohhot) PSS - Upstream lower dam on Google Earth

Kamchay

Full Dam Information

Details

Country: Cambodia

Owner: Electricity of Cambodia (44-year BOT to Sinohydro Corporation)

Type: Gravity

Purpose(s): Hydropower

River: Kamchay

Reservoir capacity: 718 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/11

End of Project: -/12

Specifications

Height: 112 metres

Length: 568 metres

Volume of RCC: 1100 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical
0.30

Downstream

Slope	Type
0.75

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sanglang

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): unknown

River: Sanglang

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/11

End of Project: -/12

Specifications

Height: 90 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Qinglong

Full Dam Information

Details

Country: China

Owner: Enshi Mawei Valley Hydropower Development Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Maweigou

Reservoir capacity: 29 m³x10⁶

Construction Dates

Start of Project: 12/08

Start of RCC: 12/08

End of RCC: -/11

End of Project: -/12

Specifications

Height: 140 metres

Length: 116 metres

Volume of RCC: -

Total volume: 212 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

A Luoi

Full Dam Information

Details

Country: Vietnam

Owner: Central Hydropower Joint Stock Company

Type: Gravity

Purpose(s): Hydropower

River: A Sap

Reservoir capacity: -

Construction Dates

Start of Project: 06/07

Start of RCC: 06/07

End of RCC: -/11

End of Project: -/12

Specifications

Height: 50 metres

Length: 208 metres

Volume of RCC: 138 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sefaköy

Full Dam Information

Details

Country: Turkey

Owner: Püre Energy Üretim Tic. A.S.

Type: Gravity

Purpose(s): Hydropower

River: Aras

Reservoir capacity: 21 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/11

End of Project: 10/11

Specifications

Height: 55 metres

Length: 148 metres

Volume of RCC: 120 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Anta (with Simplicio)

Full Dam Information

Details

Country: Brazil

Owner: Centrais Eletricas Brasileiras sa Eletrobras

Type: Gravity

Purpose(s): Hydropower

River: Paraiba do Sul

Reservoir capacity: 114 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: 12/11

Specifications

Height: 30 metres

Length: 270 metres

Volume of RCC: 44 m³x10³

Total volume: 55 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Moínho

Full Dam Information

Details

Country: Brazil

Owner: Statkraft (Moinho S.A.)

Type: Gravity

Purpose(s): Hydropower

River: Bernado José

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/11

Specifications

Height: 22 metres

Length: 126 metres

Volume of RCC: 9 m³x10³

Total volume: 25 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
68

Pozzolan (kg/m³)	Pozzolan Type
17	Natural pozzolan (ASTM Class N)

Nabi

Full Dam Information

Details

Country: China

Owner: Baise WaCun Hydropower Development Co.

Type: Gravity

Purpose(s): Hydropower

River: Xiyang

Reservoir capacity: 57 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/11

Specifications

Height: 69 metres

Length: 247 metres

Volume of RCC: -

Total volume: 289 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Lianhuatai

Full Dam Information

Details

Country: China

Owner: Guodian Shaanxi Hydropower Development Co.

Type: Gravity

Purpose(s): Hydropower

River: Dan

Reservoir capacity: 95 m³x10⁶

Construction Dates

Start of Project: 02/09

Start of RCC: 02/09

End of RCC: -/11

End of Project: -/11

Specifications

Height: 70 metres

Length: 221 metres

Volume of RCC: -

Total volume: 221 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Autódromo

Full Dam Information

Details

Country: Brazil

Owner: Autódromo Energética S/A

Type: Gravity

Purpose(s): Hydropower

River: Carreiro

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/11

End of Project: -/11

Specifications

Height: 23 metres

Length: 271 metres

Volume of RCC: 21 m³x10³

Total volume: 47 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
67

Pozzolan (kg/m³)	Pozzolan Type
17	Natural pozzolan (ASTM Class N)

Boa Fé

Full Dam Information

Details

Country: Brazil

Owner: Boa Fé Energética S.A.

Type: Gravity

Purpose(s): Hydropower

River: Carreiro

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/11

End of Project: -/11

Specifications

Height: 26 metres

Length: 198 metres

Volume of RCC: 32 m³x10³

Total volume: 58 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Lusixi

Full Dam Information

Details

Country: China

Owner: Lusi Reservoir Management Office

Type: Gravity

Purpose(s): Water Supply

River: Lusixi

Reservoir capacity: 33 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/12

Specifications

Height: 39 metres

Length: 140 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Silopi

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Hezil

Reservoir capacity: 29 m³x10⁶

Construction Dates

Start of Project: 08/08

Start of RCC: 08/08

End of RCC: -/11

End of Project: 02/12

Specifications

Height: 89 metres

Length: 356 metres

Volume of RCC: 718 m³x10³

Total volume: 752 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	RCC against precast concrete panels

Downstream

Slope	Type
0.70	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
81

Pozzolan (kg/m³)	Pozzolan Type
39	No pozzolan used

Santo Antonio-RJ

Full Dam Information

Details

Country: Brazil

Owner: Energisa Geracão Rio Grande S/A

Type: Gravity

Purpose(s): Hydropower

River: Grande

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: 02/12

Specifications

Height: 44 metres

Length: 285 metres

Volume of RCC: 81 m³x10³

Total volume: 105 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Santo Antonio-RO

Full Dam Information

Details

Country: Brazil

Owner: Santo Antônio Energia

Type: Gravity

Purpose(s): Hydropower

River: Madeira

Reservoir capacity: 2075 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/11

End of Project: 03/12

Specifications

Height: 25 metres

Length: 3100 metres

Volume of RCC: 560 m³x10³

Total volume: 3086 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Dr Victor Baptista Adami (formerly Passos Maia)

Full Dam Information

Details

Country: Brazil

Owner: Passos Maia Energética S.A. (Statkraft, Adami & Madeiras)

Type: Gravity

Purpose(s): Hydropower

River: Chapecó

Reservoir capacity: 14 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: 09/12

Specifications

Height: 34 metres

Length: -

Volume of RCC: 66 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
72

Pozzolan (kg/m³)	Pozzolan Type
18	Natural pozzolan (ASTM Class N)

Linxihe

Full Dam Information

Details

Country: China

Owner: Hubei Huaqing Power Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Loushui

Reservoir capacity: 52 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/11

End of Project: -/12

Specifications

Height: 74 metres

Length: 146 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Madushan

Full Dam Information

Details

Country: China

Owner: Honghe Guangyuan Hydropwer and Madushan Development Co. Ltd.

Type: Gravity

Purpose(s): Hydropower / Navigation / Water Supply

River: Honghe

Reservoir capacity: 552 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/11

End of Project: -/12

Specifications

Height: 108 metres

Length: 353 metres

Volume of RCC: -

Total volume: 987 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

A’hai

Full Dam Information

Details

Country: China

Owner: Yunnan Jinsha River Hydropower Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Jinsha

Reservoir capacity: 885 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/11

End of Project: -/12

Specifications

Height: 138 metres

Length: 482 metres

Volume of RCC: -

Total volume: 2707 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ahl Lafouim

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Water Supply

River: Ahl Lafouim

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/12

Specifications

Height: 15 metres

Length: 95 metres

Volume of RCC: 20 m³x10³

Total volume: 24 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Krayma

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Water Supply

River: Tiyoughza

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/12

Specifications

Height: 32 metres

Length: 170 metres

Volume of RCC: 45 m³x10³

Total volume: 53 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
120
100

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Balkusan

Full Dam Information

Details

Country: Turkey

Owner: Karen Energy

Type: Gravity

Purpose(s): Hydropower

River: Balkusan

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/12

Specifications

Height: 48 metres

Length: 189 metres

Volume of RCC: 60 m³x10³

Total volume: 76 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	1200

Cementitious material

Cement (kg/m³)
75

Pozzolan (kg/m³)	Pozzolan Type
50

Qingyanggou

Full Dam Information

Details

Country: China

Owner: Yumen Hongyuan Industrial Company

Type: Gravity

Purpose(s): Hydropower

River: Sule

Reservoir capacity: -

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/12

Specifications

Height: 64 metres

Length: 147 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Dengke

Full Dam Information

Details

Country: China

Owner: Yunnan Baoshan Electric Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Longjiang

Reservoir capacity: 53 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/12

Specifications

Height: 76 metres

Length: 239 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Rizzanese

Full Dam Information

Details

Country: France

Owner: Electricité de France

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Rizzanese

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: 02/12

End of Project: -/12

Specifications

Height: 41 metres

Length: 140 metres

Volume of RCC: 64 m³x10³

Total volume: 72 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels with geomembrane
1.00	RCC against precast concrete blocks

Downstream

Slope	Type
Vertical
0.80

Spillway

Slope	Type
0.80

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Middle Vaitarna

Full Dam Information

Details

Country: India

Owner: Municipal Corporation of Greater Mumbai

Type: Gravity

Purpose(s): Water Supply

River: Vaitarna

Reservoir capacity: 202 m³x10⁶

Construction Dates

Start of Project: 10/08

Start of RCC: 10/08

End of RCC: 04/12

End of Project: -/12

Specifications

Height: 102 metres

Length: 565 metres

Volume of RCC: 1202 m³x10³

Total volume: 1500 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.15	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
75

Pozzolan (kg/m³)	Pozzolan Type
145	Low-lime flyash (ASTM Class F)

Köprü

Full Dam Information

Details

Country: Turkey

Owner: Enerjisa En. Ut. A.S.

Type: Gravity

Purpose(s): Hydropower

River: Göksu

Reservoir capacity: 98 m³x10⁶

Construction Dates

Start of Project: 07/09

Start of RCC: 07/09

End of RCC: 04/12

End of Project: -/13

Specifications

Height: 109 metres

Length: 413 metres

Volume of RCC: 975 m³x10³

Total volume: 1050 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.60	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

Pozzolan (kg/m³)	Pozzolan Type
45	Low-lime flyash (ASTM Class F)

Dong Nai 2

Full Dam Information

Details

Country: Vietnam

Owner: Trung Nam Power Jointstock Company

Type: Gravity

Purpose(s): Hydropower

River: Dong Nai

Reservoir capacity: 281 m³x10⁶

Construction Dates

Start of Project: 04/09

Start of RCC: 04/09

End of RCC: 05/12

End of Project: 03/13

Specifications

Height: 80 metres

Length: 429 metres

Volume of RCC: 786 m³x10³

Total volume: 1025 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type
	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80
90

Pozzolan (kg/m³)	Pozzolan Type
120	Natural pozzolan (ASTM Class N)
110

Portugues

Full Dam Information

Details

Country: USA

Owner: US Army Corps of Engineers, Jacksonville and Department of Natural Resources of Puerto Rico

Type: Arch-Gravity

Purpose(s): Flood Control

River: Portugues

Reservoir capacity: 20 m³x10⁶

Construction Dates

Start of Project: 04/08

Start of RCC: 04/08

End of RCC: 05/12

End of Project: 12/13

Specifications

Height: 67 metres

Length: 375 metres

Volume of RCC: 270 m³x10³

Total volume: 310 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.35	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.35	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
114

Pozzolan (kg/m³)	Pozzolan Type
51	Low-lime flyash (ASTM Class F)

Bui

Full Dam Information

Details

Country: Ghana

Owner: BPA (Bui Power Authority)

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Bui

Reservoir capacity: 12570 m³x10⁶

Construction Dates

Start of Project: 10/07

Start of RCC: 10/07

End of RCC: 05/12

End of Project: 11/14

Specifications

Height: 108 metres

Length: 493 metres

Volume of RCC: 830 m³x10³

Total volume: 900 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
45
61

Pozzolan (kg/m³)	Pozzolan Type
85	Low-lime flyash (ASTM Class F)
91

Gökkaya

Full Dam Information

Details

Country: Turkey

Owner: MEM Enerji Elektrik Üretim Sanayi ve Ticaret A.Ş

Type: Gravity

Purpose(s): Hydropower

River: Göksu

Reservoir capacity: 18 m³x10⁶

Construction Dates

Start of Project: 02/10

Start of RCC: 02/10

End of RCC: 05/12

End of Project: 07/12

Specifications

Height: 69 metres

Length: 118 metres

Volume of RCC: 96 m³x10³

Total volume: 122 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.067	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast before RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
55

Pozzolan (kg/m³)	Pozzolan Type
55	Low-lime flyash (ASTM Class F)

Dry Comal Creek

Full Dam Information

Details

Country: USA

Owner: Comal County, Texas

Type: Gravity

Purpose(s): Flood Control

River: Dry Comal Creek

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: 10/11

Start of RCC: 10/11

End of RCC: 08/12

End of Project: 12/12

Specifications

Height: 26 metres

Length: 457 metres

Volume of RCC: 62 m³x10³

Total volume: 67 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
100	High-lime flyash (ASTM Class C)

Ban Chat

Full Dam Information

Details

Country: Vietnam

Owner: EVN (Electrictie de Vietnam)

Type: Gravity

Purpose(s): Hydropower

River: Nam Mu

Reservoir capacity: 2138 m³x10⁶

Construction Dates

Start of Project: 01/06

Start of RCC: 01/06

End of RCC: 08/12

End of Project: 12/13

Specifications

Height: 130 metres

Length: 425 metres

Volume of RCC: 1600 m³x10³

Total volume: 2 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
160	Low-lime flyash (ASTM Class F)

San Vicente Dam Raise

Full Dam Information

Details

Country: USA

Owner: San Diego County Water Authority and City of San Diego

Type: Gravity

Purpose(s): Water Supply

River: San Diego

Reservoir capacity: 299 m³x10⁶

Construction Dates

Start of Project: 06/09

Start of RCC: 06/09

End of RCC: 09/12

End of Project: 09/14

Specifications

Height: 103 metres

Length: 474 metres

Volume of RCC: 459 m³x10³

Total volume: 465 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork with external geomembrane (GEVR/GE-RCC)

Downstream

Slope	Type
0.78	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.78	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
86

Pozzolan (kg/m³)	Pozzolan Type
127	Low-lime flyash (ASTM Class F)

Devecikonagi

Full Dam Information

Details

Country: Turkey

Owner: MCK Elektrik Uretim A.S.

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Emet

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: 05/10

Start of RCC: 05/10

End of RCC: 09/12

End of Project: 01/13

Specifications

Height: 39 metres

Length: 313 metres

Volume of RCC: 180 m³x10³

Total volume: 210 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork with external geomembrane

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
40	Low-lime flyash (ASTM Class F)

Akköy II (Aladereçam)

Full Dam Information

Details

Country: Turkey

Owner: Akköy Energy A.S.

Type: Gravity

Purpose(s): Hydropower

River: Karaovacik

Reservoir capacity: 14 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: 09/12

End of Project: -/13

Specifications

Height: 60 metres

Length: 260 metres

Volume of RCC: 226 m³x10³

Total volume: 306 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

Pozzolan (kg/m³)	Pozzolan Type
85	Natural pozzolan (ASTM Class N)

Enlarged Cotter

Full Dam Information

Details

Country: Australia

Owner: Icon Water (formerly ACTEW Corp.)

Type: Gravity

Purpose(s): Water Supply

River: Cotter

Reservoir capacity: 78 m³x10⁶

Construction Dates

Start of Project: 10/09

Start of RCC: 10/09

End of RCC: 12/12

End of Project: 08/13

Specifications

Height: 87 metres

Length: 350 metres

Volume of RCC: 369 m³x10³

Total volume: 400 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300
400	400

Cementitious material

Cement (kg/m³)
75

Pozzolan (kg/m³)	Pozzolan Type
120	Low-lime flyash (ASTM Class F)

Nam Ngum 5

Full Dam Information

Details

Country: Laos

Owner: Nam Ngum 5 Power Company Ltd. (15% Électricité du Laos - Generation Company Ltd., 85% Power)

Type: Thin Arch

Purpose(s): Hydropower

River: Nam Ting

Reservoir capacity: 314 m³x10⁶

Construction Dates

Start of Project: 10/08

Start of RCC: 10/08

End of RCC: 12/12

End of Project: 12/12

Specifications

Height: 101 metres

Length: 235 metres

Volume of RCC: 298 m³x10³

Total volume: 421 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Dak Drinh

Full Dam Information

Details

Country: Vietnam

Owner: Petro Vietnam

Type: Gravity

Purpose(s): Hydropower

River: Dak Drinh

Reservoir capacity: 249 m³x10⁶

Construction Dates

Start of Project: 01/09

Start of RCC: 01/09

End of RCC: 12/12

End of Project: 12/13

Specifications

Height: 100 metres

Length: 466 metres

Volume of RCC: 788 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
115	Natural pozzolan (ASTM Class N)

Duber Khwar

Full Dam Information

Details

Country: Pakistan

Owner: WAPDA (Water and Power Development Authority) and CTGC (China Three Gorges Corp.)

Type: Gravity

Purpose(s): Hydropower

River: Duber Khwar

Reservoir capacity: -

Construction Dates

Start of Project: 06/03

Start of RCC: 06/03

End of RCC: -/12

End of Project: 01/14

Specifications

Height: 41 metres

Length: 202 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Longkaikou

Full Dam Information

Details

Country: China

Owner: Yunnan Jinsha River Hydropower Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation / Recreation / Water Supply

River: Jinsha

Reservoir capacity: 558 m³x10⁶

Construction Dates

Start of Project: 08/07

Start of RCC: 08/07

End of RCC: -/12

End of Project: -/13

Specifications

Height: 119 metres

Length: 768 metres

Volume of RCC: 2840 m³x10³

Total volume: 3853 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
96
60

Pozzolan (kg/m³)	Pozzolan Type
96	Low-lime flyash (ASTM Class F)
90

Allai Khwar

Full Dam Information

Details

Country: Pakistan

Owner: WAPDA (Water and Power Development Authority) and CTGC (China Three Gorges Corp.)

Type: Gravity

Purpose(s): Hydropower

River: Allai Khwar

Reservoir capacity: -

Construction Dates

Start of Project: 01/05

Start of RCC: 01/05

End of RCC: -/12

End of Project: 03/13

Specifications

Height: 51 metres

Length: 88 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Shankouyan

Full Dam Information

Details

Country: China

Owner: Shankouyan Hydro Project Development Co.

Type: Thin Arch

Purpose(s): Hydropower

River: Yuanhe

Reservoir capacity: 105 m³x10⁶

Construction Dates

Start of Project: 11/07

Start of RCC: 11/07

End of RCC: -/12

End of Project: -/13

Specifications

Height: 99 metres

Length: 268 metres

Volume of RCC: -

Total volume: 272 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ouro

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/12

End of Project: -/12

Specifications

Height: 16 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Grand Poubara

Full Dam Information

Details

Country: Gabon

Owner: Ministries of Mining, Energy, Oil and Water Resources

Type: Gravity

Purpose(s): Hydropower

River: Ogooué

Reservoir capacity: -

Construction Dates

Start of Project: 11/08

Start of RCC: 11/08

End of RCC: -/12

End of Project: 08/13

Specifications

Height: 37 metres

Length: 300 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
105
96

Pozzolan (kg/m³)	Pozzolan Type
70	Low-lime flyash (ASTM Class F)
64

Shatuo

Full Dam Information

Details

Country: China

Owner: Wujiang Hydroelectric Development Corporation

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Wu

Reservoir capacity: 910 m³x10⁶

Construction Dates

Start of Project: 05/06

Start of RCC: 05/06

End of RCC: -/12

End of Project: -/13

Specifications

Height: 101 metres

Length: 631 metres

Volume of RCC: 1510 m³x10³

Total volume: 1980 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)
0.15

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
0.75	RCC against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Dayuhyan

Full Dam Information

Details

Country: China

Owner: Guizhou Water-investment Hydropower Development Co., Ltd

Type: Thin Arch

Purpose(s): Hydropower

River: Masha

Reservoir capacity: 61 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/12

End of Project: -/13

Specifications

Height: 81 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Milanhe

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): unknown

River: Milanhe

Reservoir capacity: 41 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/12

End of Project: -/13

Specifications

Height: 83 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Guandi

Full Dam Information

Details

Country: China

Owner: Yalong River Hydropower Development Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Yalong

Reservoir capacity: 760 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/12

End of Project: -/13

Specifications

Height: 168 metres

Length: 516 metres

Volume of RCC: 2970 m³x10³

Total volume: 3020 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical
0.30

Downstream

Slope	Type

Spillway

Slope	Type
0.70

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
72

Pozzolan (kg/m³)	Pozzolan Type
88	Low-lime flyash (ASTM Class F)

Xunyang

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): unknown

River: Hanjiang

Reservoir capacity: -

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/12

End of Project: -/14

Specifications

Height: 58 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Marrecas

Full Dam Information

Details

Country: Brazil

Owner: SAMAE (Serviço Autônomo Municipal de Água e Esgoto)

Type: Gravity

Purpose(s): Water Supply

River: Marrecas

Reservoir capacity: 33 m³x10⁶

Construction Dates

Start of Project: 03/10

Start of RCC: 03/10

End of RCC: -/12

End of Project: 12/12

Specifications

Height: 35 metres

Length: 430 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Zhongqiao

Full Dam Information

Details

Country: China

Owner: Zunyi Water Conservancy Bureau

Type: Gravity

Purpose(s): unknown

River: Ren

Reservoir capacity: 99 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/12

End of Project: -/12

Specifications

Height: 60 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Nankanghe Nº2

Full Dam Information

Details

Country: China

Owner: Ximeng Fubian Hydropower Development Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Nankang

Reservoir capacity: 31 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/12

End of Project: -/12

Specifications

Height: 68 metres

Length: 179 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Retiro

Full Dam Information

Details

Country: Brazil

Owner: CTG Brasil

Type: Gravity

Purpose(s): Hydropower

River: Sapucai

Reservoir capacity: 18 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/12

End of Project: 07/13

Specifications

Height: 15 metres

Length: 482 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Garibaldi

Full Dam Information

Details

Country: Brazil

Owner: Rio Canoas Energia S.A.

Type: Gravity

Purpose(s): Hydropower

River: Canoas

Reservoir capacity: 296 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/12

End of Project: 09/13

Specifications

Height: 42 metres

Length: 517 metres

Volume of RCC: 264 m³x10³

Total volume: 382 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Çermikler

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Hardfill

Purpose(s): Hydropower

River: Kizilirmak

Reservoir capacity: 41 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/12

End of Project: -/13

Specifications

Height: 42 metres

Length: 251 metres

Volume of RCC: 160 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Çetintepe

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower

River: Robozik

Reservoir capacity: 44 m³x10⁶

Construction Dates

Start of Project: 09/08

Start of RCC: 09/08

End of RCC: -/12

End of Project: -/13

Specifications

Height: 39 metres

Length: 173 metres

Volume of RCC: 60 m³x10³

Total volume: 64 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	1200

Cementitious material

Cement (kg/m³)
77

Pozzolan (kg/m³)	Pozzolan Type
63	Natural pozzolan (ASTM Class N)

Toca do Tigre

Full Dam Information

Details

Country: Brazil

Owner: CJ Hydro - Geraçao de Energia S.A

Type: Gravity

Purpose(s): Hydropower

River: Turvo

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/12

End of Project: -/13

Specifications

Height: 22 metres

Length: 237 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Mamoeiro

Full Dam Information

Details

Country: Brazil

Owner: Companhia de Gestão dos Recursos Hídricos

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: -

Reservoir capacity: 21 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/12

End of Project: -/13

Specifications

Height: 28 metres

Length: 310 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ivan Botelho I (fomerly Antiga Ponte)

Full Dam Information

Details

Country: Brazil

Owner: Centrais Hidrelétricas Grapon S/A

Type: Gravity

Purpose(s): Hydropower

River: Pomba

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/12

End of Project: -/13

Specifications

Height: 32 metres

Length: 273 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ivan Botelho I (fomerly Antiga Ponte) on Google Earth

Huong Dien

Full Dam Information

Details

Country: Vietnam

Owner: FPT Corporation

Type: Gravity

Purpose(s): Hydropower

River: Bo

Reservoir capacity: 821 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/12

End of Project: -/13

Specifications

Height: 83 metres

Length: -

Volume of RCC: 260 m³x10³

Total volume: 400 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
100	Natural pozzolan (ASTM Class N)

Pezzi

Full Dam Information

Details

Country: Brazil

Owner: Pezzi Energética S.A.

Type: Gravity

Purpose(s): Hydropower

River: das Antas

Reservoir capacity: 24 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/12

End of Project: -/13

Specifications

Height: 42 metres

Length: 238 metres

Volume of RCC: 44 m³x10³

Total volume: 80 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
76

Pozzolan (kg/m³)	Pozzolan Type
19	Natural pozzolan (ASTM Class N)

Serra dos Cavalinhos II

Full Dam Information

Details

Country: Brazil

Owner: Serra dos Cavalinhos II Energética S.A.

Type: Gravity

Purpose(s): Hydropower

River: das Antas

Reservoir capacity: 8 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/12

End of Project: -/13

Specifications

Height: 42 metres

Length: 123 metres

Volume of RCC: 33 m³x10³

Total volume: 80 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
72

Pozzolan (kg/m³)	Pozzolan Type
18	Natural pozzolan (ASTM Class N)

Spring Grove

Full Dam Information

Details

Country: South Africa

Owner: TCTA (Trans Caledon Tunnel Authority)

Type: Gravity

Purpose(s): Water Supply

River: Mooi

Reservoir capacity: 140 m³x10⁶

Construction Dates

Start of Project: 03/11

Start of RCC: 03/11

End of RCC: 05/13

End of Project: 05/14

Specifications

Height: 39 metres

Length: 300 metres

Volume of RCC: 96 m³x10³

Total volume: 114 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
50

Pozzolan (kg/m³)	Pozzolan Type
110	Low-lime flyash (ASTM Class F)

Murum

Full Dam Information

Details

Country: Malaysia

Owner: SEB (Sarawak Energy Bhd)

Type: Gravity

Purpose(s): Hydropower

River: Murum

Reservoir capacity: 12043 m³x10⁶

Construction Dates

Start of Project: 10/08

Start of RCC: 10/08

End of RCC: 07/13

End of Project: -/15

Specifications

Height: 146 metres

Length: 440 metres

Volume of RCC: 1520 m³x10³

Total volume: 1660 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)
0.20	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.70	RCC against formwork [stepped face]
0.80

Spillway

Slope	Type
0.70
0.80

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
88
65

Pozzolan (kg/m³)	Pozzolan Type
88	Low-lime flyash (ASTM Class F)
72

Cannelton

Full Dam Information

Details

Country: USA

Owner: American Municipal Partners (AMP)

Type: Hardfill

Purpose(s): Hydropower

River: Ohio

Reservoir capacity: -

Construction Dates

Start of Project: 05/09

Start of RCC: 05/09

End of RCC: 08/13

End of Project: 09/16

Specifications

Height: 35 metres

Length: 158 metres

Volume of RCC: 113 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.80	RCC against precast concrete blocks

Downstream

Slope	Type
0.80	RCC against precast concrete blocks

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
230	230

Cementitious material

Cement (kg/m³)
118

Pozzolan (kg/m³)	Pozzolan Type
64	Low-lime flyash (ASTM Class F)

De Hoop

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Gravity

Purpose(s): Water Supply

River: Steelpoort

Reservoir capacity: 347 m³x10⁶

Construction Dates

Start of Project: 07/07

Start of RCC: 07/07

End of RCC: 11/13

End of Project: 03/14

Specifications

Height: 85 metres

Length: 1015 metres

Volume of RCC: 769 m³x10³

Total volume: 1012 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	1200

Cementitious material

Cement (kg/m³)
62

Pozzolan (kg/m³)	Pozzolan Type
145	Low-lime flyash (ASTM Class F)

Captain Meldahl

Full Dam Information

Details

Country: USA

Owner: American Municipal Partners (AMP)

Type: Hardfill

Purpose(s): Hydropower

River: Ohio

Reservoir capacity: -

Construction Dates

Start of Project: 04/11

Start of RCC: 04/11

End of RCC: 12/13

End of Project: 04/16

Specifications

Height: 28 metres

Length: 84 metres

Volume of RCC: 56 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.80	RCC against precast concrete blocks

Downstream

Slope	Type
0.80	RCC against precast concrete blocks

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
230	230

Cementitious material

Cement (kg/m³)
116

Pozzolan (kg/m³)	Pozzolan Type
62	Low-lime flyash (ASTM Class F)

Upper Paung Laung

Full Dam Information

Details

Country: Myanmar

Owner: Department of Hydroelectric Power - Ministry of Electric Power

Type: Gravity

Purpose(s): Hydropower

River: Paung Laung

Reservoir capacity: 1285 m³x10⁶

Construction Dates

Start of Project: 01/06

Start of RCC: 01/06

End of RCC: 12/13

End of Project: -/14

Specifications

Height: 103 metres

Length: 537 metres

Volume of RCC: 936 m³x10³

Total volume: 1100 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
140	Natural pozzolan (ASTM Class N)

Kalashuke

Full Dam Information

Details

Country: China

Owner: Department of Water Resources, Xinjiang Province

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: E’erqisi

Reservoir capacity: 2419 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/13

End of Project: -/14

Specifications

Height: 122 metres

Length: 1489 metres

Volume of RCC: 2520 m³x10³

Total volume: 2890 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type
0.75

Spillway

Slope	Type
0.75

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Mamaya Nº1

Full Dam Information

Details

Country: China

Owner: Guizhou Qianyuan Power Company

Type: Gravity

Purpose(s): Hydropower

River: Beipan

Reservoir capacity: 137 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/13

End of Project: -/14

Specifications

Height: 109 metres

Length: 250 metres

Volume of RCC: -

Total volume: 591 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Luntan

Full Dam Information

Details

Country: China

Owner: Luntan Hydraulic Engineering Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Yangcunshui

Reservoir capacity: 180 m³x10⁶

Construction Dates

Start of Project: 12/08

Start of RCC: 12/08

End of RCC: -/13

End of Project: -/14

Specifications

Height: 90 metres

Length: 218 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sultan Moulay Ali Cherif (formely Tiouine)

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Iriri

Reservoir capacity: 270 m³x10⁶

Construction Dates

Start of Project: 05/10

Start of RCC: 05/10

End of RCC: -/13

End of Project: -/13

Specifications

Height: 90 metres

Length: 202 metres

Volume of RCC: 270 m³x10³

Total volume: 380 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Sultan Moulay Ali Cherif (formely Tiouine) on Google Earth

Rastro de Auto

Full Dam Information

Details

Country: Brazil

Owner: CERTEL

Type: Gravity

Purpose(s): Hydropower

River: Forqueta

Reservoir capacity: -

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/13

End of Project: -/13

Specifications

Height: 23 metres

Length: 190 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Angostura

Full Dam Information

Details

Country: Chile

Owner: Colbún SA

Type: Gravity

Purpose(s): Hydropower

River: BioBio

Reservoir capacity: -

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/13

End of Project: -/14

Specifications

Height: 63 metres

Length: 125 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Lizhou

Full Dam Information

Details

Country: China

Owner: China Huadian Corporation

Type: Thin Arch

Purpose(s): Hydropower / Water Supply

River: Muli

Reservoir capacity: 190 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/13

End of Project: -/14

Specifications

Height: 132 metres

Length: 211 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Chuanjiang

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): unknown

River: Chuanjiang

Reservoir capacity: 98 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/13

End of Project: -/14

Specifications

Height: 83 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Zhaizihe

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): unknown

River: Houhe

Reservoir capacity: 119 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/13

End of Project: -/14

Specifications

Height: 93 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Shannipo

Full Dam Information

Details

Country: China

Owner: Guizhou Qianyuan Power Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Beipan

Reservoir capacity: 85 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/13

End of Project: -/15

Specifications

Height: 119 metres

Length: 205 metres

Volume of RCC: 199 m³x10³

Total volume: 267 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
curve	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
curve	RCC against formwork

Spillway

Slope	Type
ogee	RCC against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

João Borges

Full Dam Information

Details

Country: Brazil

Owner: Eletrosul Centrais Elétricas SA

Type: Gravity

Purpose(s): Hydropower

River: Caveiras

Reservoir capacity: 23 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/13

End of Project: 11/13

Specifications

Height: 29 metres

Length: 170 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Shaqian

Full Dam Information

Details

Country: China

Owner: HydroChina Co.

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Furong

Reservoir capacity: 57 m³x10⁶

Construction Dates

Start of Project: 10/11

Start of RCC: 10/11

End of RCC: -/13

End of Project: -/13

Specifications

Height: 59 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Barra do Rio Chapéu

Full Dam Information

Details

Country: Brazil

Owner: Eletrosul Centrais Elétricas S/A

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Braço do Norte

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/13

End of Project: -/13

Specifications

Height: 25 metres

Length: 117 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Huanza

Full Dam Information

Details

Country: Peru

Owner: Empresa de Generacion Huanza

Type: Gravity

Purpose(s): Hydropower

River: Pallca

Reservoir capacity: -

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/13

End of Project: -/14

Specifications

Height: 38 metres

Length: -

Volume of RCC: 85 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tamellast

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): unknown

River: -

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/13

End of Project: -/14

Specifications

Height: 19 metres

Length: -

Volume of RCC: 27 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
1.00	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
1.00	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Shuangfengsi

Full Dam Information

Details

Country: China

Owner: Chengde Shuangfengsi Project Bureau

Type: Gravity

Purpose(s): Hydropower

River: Luanhe

Reservoir capacity: 137 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/13

End of Project: -/14

Specifications

Height: 50 metres

Length: 535 metres

Volume of RCC: -

Total volume: 550 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Lower Russei Chrum

Full Dam Information

Details

Country: Cambodia

Owner: Ministry of Mines and Energy

Type: Gravity

Purpose(s): Hydropower

River: Russei Chrum

Reservoir capacity: 62 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/13

End of Project: -/14

Specifications

Height: 59 metres

Length: 325 metres

Volume of RCC: 170 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Hongling

Full Dam Information

Details

Country: China

Owner: Guodian Haikong Hongling water construction Co. Ltd.

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Dabian

Reservoir capacity: 662 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/13

End of Project: -/14

Specifications

Height: 92 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Huhehaote (Hohhot) PSS - Downstream lower dam

Full Dam Information

Details

Country: China

Owner: Nei Mongol (Inner Mongolia) Electricity Corporation

Type: Gravity

Purpose(s): Hydropower

River: Halasxinegou

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/13

End of Project: -/14

Specifications

Height: 58 metres

Length: 308 metres

Volume of RCC: 205 m³x10³

Total volume: 717 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Huhehaote (Hohhot) PSS - Downstream lower dam under construction

Bajo Frío

Full Dam Information

Details

Country: Panama

Owner: Fountain Hydro Power Corp.

Type: Gravity

Purpose(s): Hydropower

River: Chiriqui Viejo

Reservoir capacity: -

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/13

End of Project: -/14

Specifications

Height: 56 metres

Length: 406 metres

Volume of RCC: 87 m³x10³

Total volume: 272 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Naras

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Manavgat

Reservoir capacity: 104 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: 01/14

End of Project: 05/14

Specifications

Height: 78 metres

Length: 448 metres

Volume of RCC: 620 m³x10³

Total volume: 677 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.15	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
110

Pozzolan (kg/m³)	Pozzolan Type
90	Natural pozzolan (ASTM Class N)

Aslandag

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Bembo

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: 09/08

Start of RCC: 09/08

End of RCC: 02/14

End of Project: 11/14

Specifications

Height: 69 metres

Length: 210 metres

Volume of RCC: 162 m³x10³

Total volume: 202 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	1200

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
80	Natural pozzolan (ASTM Class N)

Beyhan-I

Full Dam Information

Details

Country: Turkey

Owner: Kalehan Energy Üretim ve Ticaret A.S.

Type: Hardfill

Purpose(s): Hydropower

River: Murat

Reservoir capacity: 369 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: 03/14

End of Project: 03/15

Specifications

Height: 97 metres

Length: 361 metres

Volume of RCC: 1480 m³x10³

Total volume: 1661 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.70	RCC against precast concrete panels

Downstream

Slope	Type
0.70	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
40	Milled sand

Song Bung 4

Full Dam Information

Details

Country: Vietnam

Owner: EVN (Electrictie de Vietnam)

Type: Gravity

Purpose(s): Hydropower

River: Vu Gia

Reservoir capacity: 511 m³x10⁶

Construction Dates

Start of Project: 09/10

Start of RCC: 09/10

End of RCC: 04/14

End of Project: 01/15

Specifications

Height: 114 metres

Length: 345 metres

Volume of RCC: 963 m³x10³

Total volume: 1170 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical
0.40

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
80
60

Pozzolan (kg/m³)	Pozzolan Type
120	Natural pozzolan (ASTM Class N) &
140	Low-lime flyash (ASTM Class F)

Willow Island

Full Dam Information

Details

Country: USA

Owner: American Municipal Partners (AMP)

Type: Hardfill

Purpose(s): Hydropower

River: Ohio

Reservoir capacity: -

Construction Dates

Start of Project: 12/11

Start of RCC: 12/11

End of RCC: 04/14

End of Project: 02/16

Specifications

Height: 20 metres

Length: 66 metres

Volume of RCC: 49 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.80	RCC against precast concrete blocks

Downstream

Slope	Type
0.80	RCC against precast concrete blocks

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
230	230

Cementitious material

Cement (kg/m³)
116

Pozzolan (kg/m³)	Pozzolan Type
62	Low-lime flyash (ASTM Class F)

Cheshmeh Ashegh

Full Dam Information

Details

Country: Iran

Owner: Fars Water Authority

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Cheshmeh Ashegh

Reservoir capacity: 62 m³x10⁶

Construction Dates

Start of Project: 06/10

Start of RCC: 06/10

End of RCC: 05/14

End of Project: 03/17

Specifications

Height: 60 metres

Length: 375 metres

Volume of RCC: 130 m³x10³

Total volume: 250 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	600 -
	900

Cementitious material

Cement (kg/m³)
120

Pozzolan (kg/m³)	Pozzolan Type
80	Natural pozzolan (ASTM Class N)

Guanyinyan

Full Dam Information

Details

Country: China

Owner: Datang Huarui Investment Group Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation / Recreation

River: Jinsha

Reservoir capacity: 2263 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: 05/14

End of Project: -/16

Specifications

Height: 159 metres

Length: 1250 metres

Volume of RCC: 6473 m³x10³

Total volume: 9364 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)
0.10

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
53

Pozzolan (kg/m³)	Pozzolan Type
99	Low-lime flyash (ASTM Class F)

Wadi Umti

Full Dam Information

Details

Country: Oman

Owner: Ministry of Rural Municipalities and Water Resources

Type: Hardfill

Purpose(s): Flood Control

River: Wadi Umti

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 04/13

Start of RCC: 04/13

End of RCC: 07/14

End of Project: 07/14

Specifications

Height: 16 metres

Length: 145 metres

Volume of RCC: 34 m³x10³

Total volume: 58 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Hantangang

Full Dam Information

Details

Country: South Korea

Owner: Kwater (Korean Water Resources Corporation)

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Hantan

Reservoir capacity: 270 m³x10⁶

Construction Dates

Start of Project: 02/09

Start of RCC: 02/09

End of RCC: 07/14

End of Project: 12/14

Specifications

Height: 84 metres

Length: 690 metres

Volume of RCC: 650 m³x10³

Total volume: 709 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
	Traditional concrete against formwork

Spillway

Slope	Type
	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
91

Pozzolan (kg/m³)	Pozzolan Type
39	Low-lime flyash (ASTM Class F)

Tsugaru

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Iwaki

Reservoir capacity: 141 m³x10⁶

Construction Dates

Start of Project: 10/08

Start of RCC: 10/08

End of RCC: 08/14

End of Project: 03/16

Specifications

Height: 97 metres

Length: 342 metres

Volume of RCC: 500 m³x10³

Total volume: 717 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
1.00	Traditional concrete against formwork

Downstream

Slope	Type
0.74	Traditional concrete against formwork

Spillway

Slope	Type
0.74	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	1000

Cementitious material

Cement (kg/m³)
91

Pozzolan (kg/m³)	Pozzolan Type
39	Low-lime flyash (ASTM Class F)

Bonyic

Full Dam Information

Details

Country: Panama

Owner: Hidroécología Teribe (HET) S.A.

Type: Gravity

Purpose(s): Hydropower

River: Bonyic

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: 08/14

End of Project: -/15

Specifications

Height: 37 metres

Length: 165 metres

Volume of RCC: -

Total volume: 88 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Smithland

Full Dam Information

Details

Country: USA

Owner: American Municipal Partners (AMP)

Type: Hardfill

Purpose(s): Hydropower

River: Ohio

Reservoir capacity: -

Construction Dates

Start of Project: 12/11

Start of RCC: 12/11

End of RCC: 10/14

End of Project: 07/17

Specifications

Height: 33 metres

Length: 153 metres

Volume of RCC: 120 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.80	RCC against precast concrete blocks

Downstream

Slope	Type
0.80	RCC against precast concrete blocks

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
230	230

Cementitious material

Cement (kg/m³)
118

Pozzolan (kg/m³)	Pozzolan Type
64	Low-lime flyash (ASTM Class F)

Pembelik

Full Dam Information

Details

Country: Turkey

Owner: Darenhes A.S.

Type: Hardfill

Purpose(s): Hydropower

River: PeriSuyu

Reservoir capacity: 358 m³x10⁶

Construction Dates

Start of Project: 11/10

Start of RCC: 11/10

End of RCC: 10/14

End of Project: -/15

Specifications

Height: 88 metres

Length: 500 metres

Volume of RCC: 760 m³x10³

Total volume: 838 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.70	RCC against formwork (GEVR/GE-RCC) [stepped face]

Downstream

Slope	Type
0.70	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	1200

Cementitious material

Cement (kg/m³)
120

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Lithaios

Full Dam Information

Details

Country: Greece

Owner: Trikala Prefecture

Type: Hardfill

Purpose(s): Irrigation

River: Lithaios

Reservoir capacity: -

Construction Dates

Start of Project: 06/03

Start of RCC: 06/03

End of RCC: 12/14

End of Project: 07/20

Specifications

Height: 32 metres

Length: 526 metres

Volume of RCC: 160 m³x10³

Total volume: 220 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.80	Reinforced concrete cast against precast units or slip-formed facing elements

Downstream

Slope	Type
0.80	RCC against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
50

Pozzolan (kg/m³)	Pozzolan Type
10	Natural pozzolan (ASTM Class N)

Xiangjiaba

Full Dam Information

Details

Country: China

Owner: China Three Gorges Corporation

Type: Gravity

Purpose(s): Hydropower

River: Jinsha

Reservoir capacity: 52 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/14

End of Project: -/16

Specifications

Height: 162 metres

Length: 909 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tongzilin

Full Dam Information

Details

Country: China

Owner: Yalongjiang Valley Hydropower Development

Type: Gravity

Purpose(s): Hydropower

River: Yalong

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/14

End of Project: -/16

Specifications

Height: 71 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ludila

Full Dam Information

Details

Country: China

Owner: Yunnan Huadian Hydropower Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Jingsha

Reservoir capacity: 1718 m³x10⁶

Construction Dates

Start of Project: 01/07

Start of RCC: 01/07

End of RCC: -/14

End of Project: -/15

Specifications

Height: 140 metres

Length: 622 metres

Volume of RCC: -

Total volume: 1920 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical
0.20

Downstream

Slope	Type
0.75

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Yalnızardıç

Full Dam Information

Details

Country: Turkey

Owner: Akköy Energy A.S.

Type: Gravity

Purpose(s): Hydropower

River: Gevne

Reservoir capacity: 109 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/14

End of Project: -/15

Specifications

Height: 113 metres

Length: 300 metres

Volume of RCC: 490 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Filiatrinos

Full Dam Information

Details

Country: Greece

Owner: Ministry of Rural Development and Food

Type: Hardfill

Purpose(s): Irrigation

River: Filiatrinos

Reservoir capacity: 8 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/14

End of Project: -/16

Specifications

Height: 55 metres

Length: 246 metres

Volume of RCC: 370 m³x10³

Total volume: 430 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.80	Traditional concrete against formwork with external geomembrane

Downstream

Slope	Type
0.80	RCC against precast concrete blocks

Spillway

Slope	Type
0.80	RCC against precast concrete blocks

Placement

Layers (mm)	Lifts (mm)
350	350

Cementitious material

Cement (kg/m³)
51

Pozzolan (kg/m³)	Pozzolan Type
24	Low-lime flyash (ASTM Class F)

Rondinha

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Chapecó

Reservoir capacity: -

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/14

End of Project: -/14

Specifications

Height: 20 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Kayabeyi

Full Dam Information

Details

Country: Turkey

Owner: Pelin Energy

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Kura

Reservoir capacity: 148 m³x10⁶

Construction Dates

Start of Project: 01/10

Start of RCC: 01/10

End of RCC: -/14

End of Project: 02/15

Specifications

Height: 159 metres

Length: 230 metres

Volume of RCC: 637 m³x10³

Total volume: 780 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sarrath

Full Dam Information

Details

Country: Tunisia

Owner: Ministre de l’Agriculture

Type: Hardfill

Purpose(s): Irrigation

River: Oued Sarrath

Reservoir capacity: 21 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/14

End of Project: 11/15

Specifications

Height: 36 metres

Length: 820 metres

Volume of RCC: -

Total volume: 335 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.70

Downstream

Slope	Type
0.70

Spillway

Slope	Type
0.70

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Longtanzui

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Hanshuinanhe

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/14

End of Project: -/15

Specifications

Height: 98 metres

Length: -

Volume of RCC: -

Total volume: 205 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Mamak

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Flood Control

River: Bağ

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/14

End of Project: -/14

Specifications

Height: 31 metres

Length: 118 metres

Volume of RCC: 30 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Manduriacu

Full Dam Information

Details

Country: Ecuador

Owner: CELEC (Corporatión Eléctrica del Ecuador)

Type: Gravity

Purpose(s): Hydropower

River: Mauduriacu

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 12/11

Start of RCC: 12/11

End of RCC: -/14

End of Project: 03/15

Specifications

Height: 61 metres

Length: 245 metres

Volume of RCC: 114 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.25

Downstream

Slope	Type
0.75

Spillway

Slope	Type
0.75

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Natural pozzolan (ASTM Class N)

Gümüsören

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Hardfill

Purpose(s): Hydropower / Irrigation / Water Supply

River: Zamanti

Reservoir capacity: 195 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/14

End of Project: 06/15

Specifications

Height: 37 metres

Length: 842 metres

Volume of RCC: 1890 m³x10³

Total volume: 1943 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.70	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.76	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.76	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	1200

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
36	Low-lime flyash (ASTM Class F)

Oguzlar

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower

River: Ortasu

Reservoir capacity: 20 m³x10⁶

Construction Dates

Start of Project: 09/08

Start of RCC: 09/08

End of RCC: -/14

End of Project: -/15

Specifications

Height: 53 metres

Length: 431 metres

Volume of RCC: 392 m³x10³

Total volume: 460 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	600

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Musatepe

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower

River: Robozik

Reservoir capacity: 13 m³x10⁶

Construction Dates

Start of Project: 09/08

Start of RCC: 09/08

End of RCC: -/14

End of Project: -/15

Specifications

Height: 66 metres

Length: 165 metres

Volume of RCC: 131 m³x10³

Total volume: 138 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	1200

Cementitious material

Cement (kg/m³)
77

Pozzolan (kg/m³)	Pozzolan Type
63	Natural pozzolan (ASTM Class N)

Lijiahe

Full Dam Information

Details

Country: China

Owner: Xian Water Affair Group

Type: Thin Arch

Purpose(s): Hydropower

River: Bahe

Reservoir capacity: 53 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/14

End of Project: -/15

Specifications

Height: 99 metres

Length: 352 metres

Volume of RCC: 370 m³x10³

Total volume: 478 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Songyue (2nd Stage)

Full Dam Information

Details

Country: China

Owner: Helong Electricity Corporation

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Recreation / Water Supply

River: Hailanhe

Reservoir capacity: 21 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/14

End of Project: -/15

Specifications

Height: 41 metres

Length: 271 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.73	RCC against precast concrete blocks

Spillway

Slope	Type
conduit

Placement

Layers (mm)	Lifts (mm)
300	2000

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
100	Low-lime flyash (ASTM Class F)

Karakuz

Full Dam Information

Details

Country: Turkey

Owner: Derin Enerji Uretim San. Ve Tic. A.S.

Type: Gravity

Purpose(s): Hydropower

River: Kökün

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/14

End of Project: -/15

Specifications

Height: 45 metres

Length: 162 metres

Volume of RCC: 400 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Daoliuhe

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): unknown

River: Daoliu

Reservoir capacity: 123 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/14

End of Project: -/15

Specifications

Height: 60 metres

Length: 187 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Adigüzel II

Full Dam Information

Details

Country: Turkey

Owner: Peker Energy Inc

Type: Gravity

Purpose(s): Hydropower

River: Büyük Menderes

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/14

End of Project: -/15

Specifications

Height: 61 metres

Length: 145 metres

Volume of RCC: 150 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Eduardo Campos (formerly Serro Azul)

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Una

Reservoir capacity: 303 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/14

End of Project: -/15

Specifications

Height: 66 metres

Length: 1015 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Eduardo Campos (formerly Serro Azul) completed

Kahe

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 20 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/14

End of Project: -/15

Specifications

Height: 72 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Imin Tlit

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): unknown

River: Tlit

Reservoir capacity: -

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/14

End of Project: -/15

Specifications

Height: 18 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Metolong

Full Dam Information

Details

Country: Lesotho

Owner: Government of the Kingdom of Lesotho/Metolong Authority

Type: Gravity

Purpose(s): Water Supply

River: South Phuthiatsana

Reservoir capacity: 64 m³x10⁶

Construction Dates

Start of Project: 09/11

Start of RCC: 09/11

End of RCC: 02/15

End of Project: 08/16

Specifications

Height: 83 metres

Length: 278 metres

Volume of RCC: 280 m³x10³

Total volume: 314 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
	RCC against formwork (GEVR/GE-RCC)

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
110	Low-lime flyash (ASTM Class F)

Ayvali

Full Dam Information

Details

Country: Turkey

Owner: Ozdogan Enerji

Type: Gravity

Purpose(s): Hydropower

River: Oltu

Reservoir capacity: 308 m³x10⁶

Construction Dates

Start of Project: 04/11

Start of RCC: 04/11

End of RCC: 02/15

End of Project: 10/15

Specifications

Height: 177 metres

Length: 405 metres

Volume of RCC: 1650 m³x10³

Total volume: 1900 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
50
100

Pozzolan (kg/m³)	Pozzolan Type
110	Low-lime flyash (ASTM Class F)
120

Göktas 1

Full Dam Information

Details

Country: Turkey

Owner: Bereket Energy

Type: Hardfill

Purpose(s): Hydropower

River: Zamanti

Reservoir capacity: 109 m³x10⁶

Construction Dates

Start of Project: 04/11

Start of RCC: 04/11

End of RCC: 03/15

End of Project: -/16

Specifications

Height: 133 metres

Length: 200 metres

Volume of RCC: 749 m³x10³

Total volume: 900 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.30	Traditional concrete against formwork
1.00	Traditional concrete against formwork

Downstream

Slope	Type
0.60	Traditional concrete against formwork
1.00	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
50

Pozzolan (kg/m³)	Pozzolan Type
50	Low-lime flyash (ASTM Class F)

Kotanli II

Full Dam Information

Details

Country: Turkey

Owner: EBD En. Ür. ve Tic. A.S.

Type: Arch-Gravity

Purpose(s): Hydropower

River: Kura

Reservoir capacity: 20 m³x10⁶

Construction Dates

Start of Project: 10/12

Start of RCC: 10/12

End of RCC: 04/15

End of Project: 11/15

Specifications

Height: 70 metres

Length: 250 metres

Volume of RCC: 248 m³x10³

Total volume: 252 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.15	RCC against formwork

Downstream

Slope	Type
0.70	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

Pozzolan (kg/m³)	Pozzolan Type
130	Natural pozzolan (ASTM Class N)

Lai Chau

Full Dam Information

Details

Country: Vietnam

Owner: EVN (Electrictie de Vietnam)

Type: Gravity

Purpose(s): Hydropower

River: Song Da (Black River)

Reservoir capacity: 1215 m³x10⁶

Construction Dates

Start of Project: 06/10

Start of RCC: 06/10

End of RCC: 05/15

End of Project: 07/17

Specifications

Height: 131 metres

Length: 620 metres

Volume of RCC: 1884 m³x10³

Total volume: 2500 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
160	Low-lime flyash (ASTM Class F)

Teesta low dam (Stage IV)

Full Dam Information

Details

Country: India

Owner: NHPC Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Teesta

Reservoir capacity: 37 m³x10⁶

Construction Dates

Start of Project: 05/06

Start of RCC: 05/06

End of RCC: 05/15

End of Project: 08/16

Specifications

Height: 45 metres

Length: 196 metres

Volume of RCC: 167 m³x10³

Total volume: 170 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.40	RCC against formwork (GEVR/GE-RCC) [stepped face]

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

Pozzolan (kg/m³)	Pozzolan Type
135	Low-lime flyash (ASTM Class F)

Cerro del Águila

Full Dam Information

Details

Country: Peru

Owner: IC Power

Type: Gravity

Purpose(s): Hydropower

River: Mantaro

Reservoir capacity: 37 m³x10⁶

Construction Dates

Start of Project: 11/12

Start of RCC: 11/12

End of RCC: 06/15

End of Project: -/16

Specifications

Height: 89 metres

Length: 270 metres

Volume of RCC: 250 m³x10³

Total volume: 450 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	600

Cementitious material

Cement (kg/m³)
115

Pozzolan (kg/m³)	Pozzolan Type
23

Gokayama

Full Dam Information

Details

Country: Japan

Owner: Fukuoka Prefecture

Type: Gravity

Purpose(s): Flood Control / Navigation / Water Supply

River: Naka

Reservoir capacity: 40 m³x10⁶

Construction Dates

Start of Project: 06/12

Start of RCC: 06/12

End of RCC: 07/15

End of Project: 03/18

Specifications

Height: 103 metres

Length: 556 metres

Volume of RCC: 634 m³x10³

Total volume: 935 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
1.00	Traditional concrete against formwork

Downstream

Slope	Type
0.76	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	1000

Cementitious material

Cement (kg/m³)
104

Pozzolan (kg/m³)	Pozzolan Type
26	Low-lime flyash (ASTM Class F)

Xekaman 1

Full Dam Information

Details

Country: Laos

Owner: Xekaman Power Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Xe Kaman

Reservoir capacity: 3120 m³x10⁶

Construction Dates

Start of Project: 03/12

Start of RCC: 03/12

End of RCC: 07/15

End of Project: 12/16

Specifications

Height: 120 metres

Length: 335 metres

Volume of RCC: 870 m³x10³

Total volume: 1065 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC) [stepped face]

Downstream

Slope	Type
	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

Pozzolan (kg/m³)	Pozzolan Type
130	Low-lime flyash (ASTM Class F)

Tabellout

Full Dam Information

Details

Country: Algeria

Owner: ANBT (Agence Nationale des Barrages et Transfert)

Type: Arch-Gravity

Purpose(s): Irrigation / Water Supply

River: Djen Djen

Reservoir capacity: 294 m³x10⁶

Construction Dates

Start of Project: 03/10

Start of RCC: 03/10

End of RCC: 08/15

End of Project: 12/15

Specifications

Height: 121 metres

Length: 366 metres

Volume of RCC: 975 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

Pozzolan (kg/m³)	Pozzolan Type
45	Ground-granulated blast-furnace slag

Duck River

Full Dam Information

Details

Country: USA

Owner: Cullman Utilities Board

Type: Gravity

Purpose(s): Water Supply

River: Duck

Reservoir capacity: 31 m³x10⁶

Construction Dates

Start of Project: 01/14

Start of RCC: 01/14

End of RCC: 09/15

End of Project: -/16

Specifications

Height: 41 metres

Length: 90 metres

Volume of RCC: 121 m³x10³

Total volume: 128 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork
	RCC against formwork

Downstream

Slope	Type
	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
1.00	Traditional concrete against formwork (GEVR/GE-RCC) [stepped face]
	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
107

Pozzolan (kg/m³)	Pozzolan Type
55	Low-lime flyash (ASTM Class F)

Ulu Jelai/Susu

Full Dam Information

Details

Country: Malaysia

Owner: Tenaga Nasional Berhad (TNB)

Type: Gravity

Purpose(s): Hydropower

River: Bertam, Telom and Lemoi

Reservoir capacity: 18 m³x10⁶

Construction Dates

Start of Project: 03/11

Start of RCC: 03/11

End of RCC: 09/15

End of Project: 07/16

Specifications

Height: 90 metres

Length: 513 metres

Volume of RCC: 731 m³x10³

Total volume: 747 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork with external geomembrane (GEVR/GE-RCC)

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
400	2400

Cementitious material

Cement (kg/m³)
100
95

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used
0

Gibe III

Full Dam Information

Details

Country: Ethiopia

Owner: Ethiopian Electric Power (EEP)

Type: Gravity

Purpose(s): Hydropower

River: Omo

Reservoir capacity: 14690 m³x10⁶

Construction Dates

Start of Project: 04/08

Start of RCC: 04/08

End of RCC: 10/15

End of Project: -/16

Specifications

Height: 246 metres

Length: 630 metres

Volume of RCC: 6200 m³x10³

Total volume: 6400 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.25	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
1.00	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
1.00	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
70 to

Pozzolan (kg/m³)	Pozzolan Type
45 to	Ground-granulated blast-furnace slag

Rkiza

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Rkiza

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/15

End of Project: -/15

Specifications

Height: 26 metres

Length: 500 metres

Volume of RCC: 55 m³x10³

Total volume: 60 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.85	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.85	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tuokou

Full Dam Information

Details

Country: China

Owner: China Power International Development

Type: Gravity

Purpose(s): Hydropower

River: Yuan

Reservoir capacity: 1384 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/15

End of Project: -/16

Specifications

Height: 82 metres

Length: 649 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Burç

Full Dam Information

Details

Country: Turkey

Owner: Aksa Energy Production Trade and Industry Co. Inc.

Type: Gravity

Purpose(s): Hydropower

River: Göksu

Reservoir capacity: 63 m³x10⁶

Construction Dates

Start of Project: 01/07

Start of RCC: 01/07

End of RCC: -/15

End of Project: -/17

Specifications

Height: 70 metres

Length: 235 metres

Volume of RCC: 232 m³x10³

Total volume: 260 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.07	RCC against precast concrete panels with geomembrane

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
50 to	Low-lime flyash (ASTM Class F)

Nam Ou 5

Full Dam Information

Details

Country: Laos

Owner: EDL (Electricite du Laos)

Type: Gravity

Purpose(s): Hydropower

River: Nam Ou

Reservoir capacity: 335 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/15

End of Project: 05/16

Specifications

Height: 74 metres

Length: 445 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Teles Pires

Full Dam Information

Details

Country: Brazil

Owner: ANEEL (Agência Nacional de Energia Elétrica)

Type: Gravity

Purpose(s): Hydropower

River: Teles Pires

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 07/11

Start of RCC: 07/11

End of RCC: -/15

End of Project: 09/16

Specifications

Height: 67 metres

Length: 360 metres

Volume of RCC: 500 m³x10³

Total volume: 1020 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Guoduo

Full Dam Information

Details

Country: China

Owner: Huaneng Guoduo Hydropower Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Zha Qu

Reservoir capacity: 80 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/15

End of Project: -/16

Specifications

Height: 83 metres

Length: 236 metres

Volume of RCC: -

Total volume: 550 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Kasimlar

Full Dam Information

Details

Country: Turkey

Owner: Değirmenüstü Energy

Type: Gravity

Purpose(s): Hydropower

River: Köprüçay

Reservoir capacity: 43 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/15

End of Project: -/16

Specifications

Height: 90 metres

Length: 235 metres

Volume of RCC: 330 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Güneysinir Alanözü

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Yangılı

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/15

End of Project: -/15

Specifications

Height: 38 metres

Length: 270 metres

Volume of RCC: 71 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sariveliler Göktepe

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Gelenalan

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/15

End of Project: -/15

Specifications

Height: 39 metres

Length: 330 metres

Volume of RCC: 69 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Bergama Çamavlu

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Hasanderesi

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/15

End of Project: -/15

Specifications

Height: 40 metres

Length: 241 metres

Volume of RCC: 69 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

Pozzolan (kg/m³)	Pozzolan Type
35	Low-lime flyash (ASTM Class F)

Mata Velha

Full Dam Information

Details

Country: Brazil

Owner: CPFL Renovaveis

Type: Hardfill

Purpose(s): Hydropower

River: Preto

Reservoir capacity: 38 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/15

End of Project: 04/16

Specifications

Height: 30 metres

Length: 180 metres

Volume of RCC: 45 m³x10³

Total volume: 65 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
1.25

Downstream

Slope	Type
1.25

Spillway

Slope	Type
1.25

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Nam Khan 3

Full Dam Information

Details

Country: Laos

Owner: EDL (Electricite du Laos)

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Nam Khan

Reservoir capacity: 249 m³x10⁶

Construction Dates

Start of Project: 12/12

Start of RCC: 12/12

End of RCC: -/15

End of Project: 06/16

Specifications

Height: 67 metres

Length: 154 metres

Volume of RCC: 125 m³x10³

Total volume: 145 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Fazenda

Full Dam Information

Details

Country: Brazil

Owner: ENEL Green Power Fazenda S.A.

Type: Gravity

Purpose(s): Hydropower

River: dos Apiacás

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/15

End of Project: 09/16

Specifications

Height: 21 metres

Length: 503 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Salto Apiacás

Full Dam Information

Details

Country: Brazil

Owner: ENEL Green Power Salto Apiacás S.A

Type: Gravity

Purpose(s): Hydropower

River: dos Apiacás

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/15

End of Project: -/16

Specifications

Height: 17 metres

Length: 486 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Las Cruces (formerly San Bartolo)

Full Dam Information

Details

Country: Panama

Owner: Corporacion de Energia del Istmo Ltd. S.A.

Type: Gravity

Purpose(s): Hydropower

River: San Pablo

Reservoir capacity: 39 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/15

End of Project: -/16

Specifications

Height: 41 metres

Length: 371 metres

Volume of RCC: 77 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.85	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.85	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Las Cruces (formerly San Bartolo) completed

Shuishimen

Full Dam Information

Details

Country: China

Owner: Yunxi Shuishimen Reservoir Bureau

Type: Thin Arch

Purpose(s): Flood Control / Hydropower / Water Supply

River: Tianhe

Reservoir capacity: 37 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/15

End of Project: -/16

Specifications

Height: 86 metres

Length: -

Volume of RCC: -

Total volume: 150 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Dayakou

Full Dam Information

Details

Country: China

Owner: Guangdong Yuedian Group Co., Ltd

Type: Thin Arch

Purpose(s): Hydropower

River: Nanpeng

Reservoir capacity: 170 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/15

End of Project: -/16

Specifications

Height: 99 metres

Length: 300 metres

Volume of RCC: -

Total volume: 210 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Xinchanghe

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): unknown

River: Xinchanghe

Reservoir capacity: 14 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/15

End of Project: -/16

Specifications

Height: 57 metres

Length: 145 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Jubinha I

Full Dam Information

Details

Country: Brazil

Owner: Itamarati Norte S.A.

Type: Gravity

Purpose(s): Hydropower

River: Jubinha

Reservoir capacity: 480 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/15

End of Project: -/15

Specifications

Height: 21 metres

Length: 1540 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Juba IV

Full Dam Information

Details

Country: Brazil

Owner: Itamarati Norte S.A.

Type: Gravity

Purpose(s): Hydropower

River: Juba

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/15

End of Project: -/15

Specifications

Height: 26 metres

Length: 570 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Apporo

Full Dam Information

Details

Country: Japan

Owner: Hokkaido Prefecture

Type: Hardfill

Purpose(s): Flood Control / Irrigation / Water Supply

River: Atsuma

Reservoir capacity: 106 m³x10⁶

Construction Dates

Start of Project: 10/14

Start of RCC: 10/14

End of RCC: 06/16

End of Project: 03/18

Specifications

Height: 47 metres

Length: 516 metres

Volume of RCC: 354 m³x10³

Total volume: 490 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.80	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Neelum-Jhelum

Full Dam Information

Details

Country: Pakistan

Owner: Neelum Jhelum Hydropower Company

Type: Gravity

Purpose(s): Hydropower

River: Neelum

Reservoir capacity: 8 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: 08/16

End of Project: 11/17

Specifications

Height: 47 metres

Length: 125 metres

Volume of RCC: -

Total volume: 156 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
154

Pozzolan (kg/m³)	Pozzolan Type
51	Ground-granulated blast-furnace slag

Trung Son

Full Dam Information

Details

Country: Vietnam

Owner: EVN (Electrictie de Vietnam)

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Ma

Reservoir capacity: 349 m³x10⁶

Construction Dates

Start of Project: 11/12

Start of RCC: 11/12

End of RCC: 08/16

End of Project: 02/17

Specifications

Height: 88 metres

Length: 498 metres

Volume of RCC: 770 m³x10³

Total volume: 1140 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)
0.35	RCC against formwork (GEVR/GE-RCC) [stepped face]

Downstream

Slope	Type
0.65	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.65	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60
70

Pozzolan (kg/m³)	Pozzolan Type
140	Natural pozzolan (ASTM Class N)
150

Yukari (Upper) Kaleköy

Full Dam Information

Details

Country: Turkey

Owner: Kalehan Energy Üretim ve Ticaret A.S.

Type: Gravity

Purpose(s): Hydropower

River: Murat

Reservoir capacity: 784 m³x10⁶

Construction Dates

Start of Project: 06/12

Start of RCC: 06/12

End of RCC: 09/16

End of Project: 04/18

Specifications

Height: 150 metres

Length: 516 metres

Volume of RCC: 2224 m³x10³

Total volume: 2414 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.25	RCC against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
40	Milled sand

Yukari (Upper) Kaleköy under construction

Akçakoca

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Sarma

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 01/13

Start of RCC: 01/13

End of RCC: 10/16

End of Project: -/17

Specifications

Height: 66 metres

Length: 148 metres

Volume of RCC: 85 m³x10³

Total volume: 130 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ardil

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Ardil

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: 03/13

Start of RCC: 03/13

End of RCC: 12/16

End of Project: 02/17

Specifications

Height: 54 metres

Length: 266 metres

Volume of RCC: 108 m³x10³

Total volume: 158 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	600

Cementitious material

Cement (kg/m³)
75

Pozzolan (kg/m³)	Pozzolan Type
75

Kargi

Full Dam Information

Details

Country: Turkey

Owner: Limak Energy

Type: Gravity

Purpose(s): Hydropower

River: Sakarya

Reservoir capacity: 50 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: 12/16

End of Project: 06/17

Specifications

Height: 95 metres

Length: 270 metres

Volume of RCC: 535 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Boqaata

Full Dam Information

Details

Country: Lebanon

Owner: Ministry of Energy and Water

Type: Gravity

Purpose(s): Water Supply

River: Boqaata

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: 07/12

Start of RCC: 07/12

End of RCC: 12/16

End of Project: 12/21

Specifications

Height: 72 metres

Length: 222 metres

Volume of RCC: 200 m³x10³

Total volume: 255 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast after RCC placement
0.80

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Uludere

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower

River: Ortasu

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/16

End of Project: -/18

Specifications

Height: 77 metres

Length: 431 metres

Volume of RCC: 800 m³x10³

Total volume: 887 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
95

Pozzolan (kg/m³)	Pozzolan Type
45	Natural pozzolan (ASTM Class N)

Dong Nai 5

Full Dam Information

Details

Country: Vietnam

Owner: Vinacomin

Type: Gravity

Purpose(s): Hydropower

River: Dong Nai

Reservoir capacity: -

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/16

End of Project: -/18

Specifications

Height: 72 metres

Length: 471 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Kirazlı Köprü

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Gökırmak

Reservoir capacity: 66 m³x10⁶

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: -/16

End of Project: -/17

Specifications

Height: 73 metres

Length: 280 metres

Volume of RCC: 330 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.90	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
75

Pozzolan (kg/m³)	Pozzolan Type
50	Low-lime flyash (ASTM Class F)

Beyyurdu

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower

River: Bembo

Reservoir capacity: 8 m³x10⁶

Construction Dates

Start of Project: 09/08

Start of RCC: 09/08

End of RCC: -/16

End of Project: -/17

Specifications

Height: 78 metres

Length: 176 metres

Volume of RCC: 186 m³x10³

Total volume: 209 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	1200

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
80	Natural pozzolan (ASTM Class N)

Xiaorongjiang

Full Dam Information

Details

Country: China

Owner: Guilin Dayu Water Conservancy, Infrastructure, Construction and Investment Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Xiaorong

Reservoir capacity: 163 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/16

End of Project: -/17

Specifications

Height: 90 metres

Length: 255 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Belo Monte

Full Dam Information

Details

Country: Brazil

Owner: Norte Energia S.A.

Type: Gravity

Purpose(s): Hydropower

River: Xingu

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/16

End of Project: -/20

Specifications

Height: 74 metres

Length: 680 metres

Volume of RCC: 63 m³x10³

Total volume: 2208 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
1.20

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Cacimba Nova

Full Dam Information

Details

Country: Brazil

Owner: Projeto Transposição das Águas do Rio São Francisco

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: -

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/16

End of Project: -/16

Specifications

Height: 18 metres

Length: 196 metres

Volume of RCC: 52 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Lianhua

Full Dam Information

Details

Country: China

Owner: Xiamen Water Resources Bureau

Type: Gravity

Purpose(s): Hydropower

River: Lianhuaxi

Reservoir capacity: 33 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/16

End of Project: -/17

Specifications

Height: 30 metres

Length: 333 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Hechuan

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Jialingjiang

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/16

End of Project: -/17

Specifications

Height: 51 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Kelebek

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Kelebek

Reservoir capacity: 23 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/16

End of Project: -/17

Specifications

Height: 62 metres

Length: 193 metres

Volume of RCC: 74 m³x10³

Total volume: 97 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
120

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Lushi

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Nujiang

Reservoir capacity: 1288 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/16

End of Project: -/18

Specifications

Height: 165 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Chucas

Full Dam Information

Details

Country: Costa Rica

Owner: ICE (Instituto Costarricense de Electricidad - Costa Rican Institute of Electricity)

Type: Gravity

Purpose(s): Hydropower

River: Tárcoles

Reservoir capacity: 450 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/16

End of Project: -/17

Specifications

Height: 48 metres

Length: 130 metres

Volume of RCC: 180 m³x10³

Total volume: 200 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.75

Placement

Layers (mm)	Lifts (mm)
300	2500

Cementitious material

Cement (kg/m³)
95

Pozzolan (kg/m³)	Pozzolan Type
96	Natural pozzolan (ASTM Class N)

Karamürsel Tepeköy

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Hardfill

Purpose(s): Irrigation

River: Uzundere

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/16

End of Project: -/16

Specifications

Height: 19 metres

Length: 170 metres

Volume of RCC: 240 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
48	Low-lime flyash (ASTM Class F)

Asana control dam

Full Dam Information

Details

Country: Peru

Owner: -

Type: Gravity

Purpose(s): unknown

River: Asana

Reservoir capacity: -

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/16

End of Project: -/16

Specifications

Height: 25 metres

Length: 67 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.15

Downstream

Slope	Type
0.75

Spillway

Slope	Type
0.75	[stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Güdül Kırkkavak

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Ormanlik

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/16

End of Project: 10/17

Specifications

Height: 49 metres

Length: 265 metres

Volume of RCC: 114 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Zongo II

Full Dam Information

Details

Country: DR Congo

Owner: SNEL

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: -

Construction Dates

Start of Project: 05/12

Start of RCC: 05/12

End of RCC: -/16

End of Project: -/17

Specifications

Height: 20 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Siriji (also know as Murupé)

Full Dam Information

Details

Country: Brazil

Owner: COMPESA (Companhia Pernambucana de Saneamento )

Type: -

Purpose(s): Irrigation / Water Supply

River: Siriji

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/16

End of Project: -/17

Specifications

Height: 20 metres

Length: 100 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Serra dos Cavalinhos I

Full Dam Information

Details

Country: Brazil

Owner: Serra dos Cavalinhos I Energética S.A.

Type: -

Purpose(s): Hydropower

River: das Antas

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/16

End of Project: -/17

Specifications

Height: 30 metres

Length: 204 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Nazilli İsabeyli

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: İsabeyli Deresi

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/16

End of Project: -/17

Specifications

Height: 42 metres

Length: 148 metres

Volume of RCC: 70 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Oltu Sivridere

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Limontozu

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/16

End of Project: -/17

Specifications

Height: 46 metres

Length: 63 metres

Volume of RCC: 269 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Karareis

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Water Supply

River: Camibogazi

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/16

End of Project: -/17

Specifications

Height: 50 metres

Length: 295 metres

Volume of RCC: 142 m³x10³

Total volume: 173 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
98

Pozzolan (kg/m³)	Pozzolan Type
52	Low-lime flyash (ASTM Class F)

Guanchang

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Qiduxi

Reservoir capacity: 24 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/16

End of Project: -/17

Specifications

Height: 54 metres

Length: 246 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Yunhe

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Dangjiahe

Reservoir capacity: 14 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/16

End of Project: -/17

Specifications

Height: 68 metres

Length: 176 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Haokou

Full Dam Information

Details

Country: China

Owner: Datang Investment Group Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Furong (Pangu)

Reservoir capacity: 90 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/16

End of Project: -/17

Specifications

Height: 85 metres

Length: 211 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Xiangbiling

Full Dam Information

Details

Country: China

Owner: SPIC Guizhou Jinyuan Hydroelectirc Powerplant

Type: Thin Arch

Purpose(s): Hydropower

River: Niulan

Reservoir capacity: 263 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/16

End of Project: -/17

Specifications

Height: 136 metres

Length: 459 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ambarau

Full Dam Information

Details

Country: DR Congo

Owner: RandGold

Type: Hardfill

Purpose(s): Hydropower

River: Kibali

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: 11/14

Start of RCC: 11/14

End of RCC: -/16

End of Project: -/17

Specifications

Height: 21 metres

Length: 255 metres

Volume of RCC: 33 m³x10³

Total volume: 40 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.75	RCC against formwork with external geomembrane (GEVR/GE-RCC) [stepped face]

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Köroglu Kotanli 1

Full Dam Information

Details

Country: Turkey

Owner: EBD Enerji Üretim. ve Tic. A.S.

Type: Arch-Gravity

Purpose(s): Hydropower

River: Kura

Reservoir capacity: 73 m³x10⁶

Construction Dates

Start of Project: 03/15

Start of RCC: 03/15

End of RCC: 02/17

End of Project: 04/17

Specifications

Height: 100 metres

Length: 404 metres

Volume of RCC: 640 m³x10³

Total volume: 680 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.60	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.60	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

Pozzolan (kg/m³)	Pozzolan Type
130	Natural pozzolan (ASTM Class N)

Patuca 3

Full Dam Information

Details

Country: Honduras

Owner: ENEE (Empresa Nacional de Energia Eléctrica)

Type: Gravity

Purpose(s): Hydropower

River: Patuca

Reservoir capacity: 208 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: 02/17

End of Project: 12/20

Specifications

Height: 54 metres

Length: 160 metres

Volume of RCC: 120 m³x10³

Total volume: 160 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
107

Pozzolan (kg/m³)	Pozzolan Type
57	Natural pozzolan (ASTM Class N)

Laúca

Full Dam Information

Details

Country: Angola

Owner: Ministry of Energy and Water/GAMEK

Type: Gravity

Purpose(s): Hydropower

River: Kwanza

Reservoir capacity: 5482 m³x10⁶

Construction Dates

Start of Project: 07/12

Start of RCC: 07/12

End of RCC: 03/17

End of Project: 06/18

Specifications

Height: 132 metres

Length: 1075 metres

Volume of RCC: 2646 m³x10³

Total volume: 2766 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.10

Downstream

Slope	Type
0.85	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.85	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Ibn Hammad

Full Dam Information

Details

Country: Jordan

Owner: Jordan Valley Authority, Ministry of Water and Irrigation

Type: Gravity

Purpose(s): Groundwater Recharge / Water Supply

River: Ibn Hammad

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: 07/17

End of Project: -/22

Specifications

Height: 56 metres

Length: 160 metres

Volume of RCC: 160 m³x10³

Total volume: 160 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.30	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90
100

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used
0

Enciso

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Ebro, Ministerio de Agricultura Alimentación y Medio Ambiente

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Cidacos

Reservoir capacity: 47 m³x10⁶

Construction Dates

Start of Project: 07/08

Start of RCC: 07/08

End of RCC: 07/17

End of Project: 09/18

Specifications

Height: 103 metres

Length: 376 metres

Volume of RCC: 698 m³x10³

Total volume: 765 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
140	Low-lime flyash (ASTM Class F)

Okshtuni

Full Dam Information

Details

Country: Albania

Owner: Diteko Sh.p.k

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Okshtuni

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: 08/15

Start of RCC: 08/15

End of RCC: 10/17

End of Project: 02/18

Specifications

Height: 65 metres

Length: 253 metres

Volume of RCC: 141 m³x10³

Total volume: 194 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast after RCC placement
0.15

Downstream

Slope	Type
0.90	Reinforced conventional concrete cast after RCC placement [stepped face]

Spillway

Slope	Type
0.90	Reinforced conventional concrete cast after RCC placement [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
115

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Sanru

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Hardfill

Purpose(s): Flood Control / Navigation / Water Supply

River: Sanru

Reservoir capacity: 50 m³x10⁶

Construction Dates

Start of Project: 08/14

Start of RCC: 08/14

End of RCC: 10/17

End of Project: 03/19

Specifications

Height: 46 metres

Length: 350 metres

Volume of RCC: 375 m³x10³

Total volume: 500 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.80	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Wanjiakouzi

Full Dam Information

Details

Country: China

Owner: China Datang Corporation

Type: Thin Arch

Purpose(s): Hydropower

River: Gexiang

Reservoir capacity: 279 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/17

End of Project: -/18

Specifications

Height: 168 metres

Length: 413 metres

Volume of RCC: 760 m³x10³

Total volume: 1020 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
66

Pozzolan (kg/m³)	Pozzolan Type
100	Low-lime flyash (ASTM Class F)

Moragahakanda

Full Dam Information

Details

Country: Sri Lanka

Owner: Ministry of Irrigation and Water Resources Management

Type: Gravity

Purpose(s): Irrigation

River: Amban Ganga

Reservoir capacity: 521 m³x10⁶

Construction Dates

Start of Project: 01/07

Start of RCC: 01/07

End of RCC: -/17

End of Project: 07/18

Specifications

Height: 65 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tamalout

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

Purpose(s): Flood Control / Irrigation / Water Supply

River: Ansegmir

Reservoir capacity: 50 m³x10⁶

Construction Dates

Start of Project: 10/10

Start of RCC: 10/10

End of RCC: -/17

End of Project: -/18

Specifications

Height: 61 metres

Length: 320 metres

Volume of RCC: 380 m³x10³

Total volume: 405 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.50	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80
70 60

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used
0

Dyraaba (part of Uma Oya Project)

Full Dam Information

Details

Country: Sri Lanka

Owner: Ministry of Irrigation and Water Resources Management

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Mathatilla Oya

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/17

End of Project: -/18

Specifications

Height: 50 metres

Length: 165 metres

Volume of RCC: 40 m³x10³

Total volume: 50 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
95

Pozzolan (kg/m³)	Pozzolan Type
95	Low-lime flyash (ASTM Class F)

Dyraaba (part of Uma Oya Project) completed

Ouldjet Mellegue

Full Dam Information

Details

Country: Algeria

Owner: ANBT (Agence Nationale des Barrages et Transfert)

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Mellegue

Reservoir capacity: 155 m³x10⁶

Construction Dates

Start of Project: 10/11

Start of RCC: 10/11

End of RCC: -/17

End of Project: -/18

Specifications

Height: 51 metres

Length: 900 metres

Volume of RCC: 245 m³x10³

Total volume: 320 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
110

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

El Bolsón

Full Dam Information

Details

Country: Argentina

Owner: Provincia de Catamarca

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Albigasta

Reservoir capacity: 38 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/17

End of Project: -/19

Specifications

Height: 64 metres

Length: 380 metres

Volume of RCC: -

Total volume: 279 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ouljet Es Soltane

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

Purpose(s): Flood Control / Irrigation / Water Supply

River: Beht

Reservoir capacity: 510 m³x10⁶

Construction Dates

Start of Project: 05/10

Start of RCC: 05/10

End of RCC: -/17

End of Project: -/18

Specifications

Height: 98 metres

Length: 383 metres

Volume of RCC: 900 m³x10³

Total volume: 930 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.50	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
55

Pozzolan (kg/m³)	Pozzolan Type
25	Natural pozzolan (ASTM Class N)

Minas San Francisco

Full Dam Information

Details

Country: Ecuador

Owner: Celec Ererjubones Cp

Type: Gravity

Purpose(s): Hydropower

River: Jubones

Reservoir capacity: 14 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/17

End of Project: 08/18

Specifications

Height: 78 metres

Length: 209 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Wunonglong

Full Dam Information

Details

Country: China

Owner: Huaneng Lancang River Hydropower Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Lancang (Mekong)

Reservoir capacity: 272 m³x10⁶

Construction Dates

Start of Project: 06/10

Start of RCC: 06/10

End of RCC: -/17

End of Project: -/18

Specifications

Height: 138 metres

Length: 247 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ouagjdit

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Asif N Talaght

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/17

End of Project: -/18

Specifications

Height: 44 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Shangshui

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Irrigation / Water Supply

River: -

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/17

End of Project: -/18

Specifications

Height: 58 metres

Length: 269 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sinop

Full Dam Information

Details

Country: Brazil

Owner: Companhia Energetica Sinop-CES

Type: Gravity

Purpose(s): Hydropower

River: Teles Pires

Reservoir capacity: -

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/17

End of Project: -/19

Specifications

Height: 17 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Üniversite

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Water Supply

River: Çırçıp

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/17

End of Project: -/17

Specifications

Height: 36 metres

Length: 110 metres

Volume of RCC: 20 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Incir

Full Dam Information

Details

Country: Turkey

Owner: Enerji S.A.

Type: Gravity

Purpose(s): Hydropower

River: Buyuk Cay

Reservoir capacity: -

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/17

End of Project: -/18

Specifications

Height: 150 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Senhora do Porto

Full Dam Information

Details

Country: Brazil

Owner: PCH Senhora do Porto S.A

Type: Gravity

Purpose(s): Hydropower

River: Guanhães

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/17

End of Project: -/18

Specifications

Height: 41 metres

Length: 167 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ergani

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Golkum

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/17

End of Project: -/18

Specifications

Height: 54 metres

Length: 229 metres

Volume of RCC: 127 m³x10³

Total volume: 161 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
60	Low-lime flyash (ASTM Class F)

Ximihe

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Ximihe

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/17

End of Project: -/18

Specifications

Height: 88 metres

Length: 147 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Piedra Puntuda

Full Dam Information

Details

Country: Nicaragua

Owner: Hidroelectlea Piedra Puntuda and Energia Tropical Sostearble Cerro Frio S.A.

Type: Gravity

Purpose(s): Hydropower

River: Río Mico

Reservoir capacity: -

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/17

End of Project: -/18

Specifications

Height: 23 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.70	Traditional concrete against precast concrete panels
1.00	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]
1.00	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Fendou

Full Dam Information

Details

Country: China

Owner: Muling Fendou Reservoir Construction office

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Mulenghe

Reservoir capacity: 191 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/17

End of Project: -/18

Specifications

Height: 46 metres

Length: 406 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Xiahushan

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Dashahe

Reservoir capacity: 196 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/17

End of Project: -/18

Specifications

Height: 74 metres

Length: 296 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Wugachong

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower / Irrigation / Water Supply

River: Mabie

Reservoir capacity: 99 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/17

End of Project: -/18

Specifications

Height: 108 metres

Length: 182 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Irahara

Full Dam Information

Details

Country: Japan

Owner: Fukuoka Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Harai

Reservoir capacity: 29 m³x10⁶

Construction Dates

Start of Project: 07/14

Start of RCC: 07/14

End of RCC: 03/18

End of Project: 03/19

Specifications

Height: 81 metres

Length: 295 metres

Volume of RCC: 372 m³x10³

Total volume: 419 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.60	Traditional concrete against formwork

Downstream

Slope	Type
0.77	Traditional concrete against formwork

Spillway

Slope	Type
0.77	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	1000

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
36	Low-lime flyash (ASTM Class F)

Huangdeng

Full Dam Information

Details

Country: China

Owner: Yunnan Huaneng Lancang River Hydropower Co.,Ltd.

Type: Gravity

Purpose(s): Hydropower / Irrigation / Recreation

River: Lancang (Mekong)

Reservoir capacity: 1613 m³x10⁶

Construction Dates

Start of Project: 01/10

Start of RCC: 01/10

End of RCC: 04/18

End of Project: 06/19

Specifications

Height: 203 metres

Length: 464 metres

Volume of RCC: 2753 m³x10³

Total volume: 3670 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
82
67

Pozzolan (kg/m³)	Pozzolan Type
100	Low-lime flyash (ASTM Class F)
100

Nam Ngiep 1

Full Dam Information

Details

Country: Laos

Owner: Nam Ngiep 1 Power Company

Type: Gravity

Purpose(s): Hydropower

River: Nam Ngiep

Reservoir capacity: 1192 m³x10⁶

Construction Dates

Start of Project: 09/14

Start of RCC: 09/14

End of RCC: 04/18

End of Project: 08/19

Specifications

Height: 167 metres

Length: 540 metres

Volume of RCC: 2288 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	2400 -
	3600

Cementitious material

Cement (kg/m³)
80
60

Pozzolan (kg/m³)	Pozzolan Type
120	Low-lime flyash (ASTM Class F)
70

Neckartal

Full Dam Information

Details

Country: Namibia

Owner: Ministry of Agriculture, Water and Forestry

Type: Gravity

Purpose(s): Irrigation

River: Fish

Reservoir capacity: 857 m³x10⁶

Construction Dates

Start of Project: 09/13

Start of RCC: 09/13

End of RCC: 05/18

End of Project: 04/19

Specifications

Height: 83 metres

Length: 520 metres

Volume of RCC: 836 m³x10³

Total volume: 1043 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.70	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65
65

Pozzolan (kg/m³)	Pozzolan Type
120	Low-lime flyash (ASTM Class F)
45

Muskrat Falls North Dam

Full Dam Information

Details

Country: Canada

Owner: NALCOR

Type: Gravity

Purpose(s): Hydropower

River: Churchill

Reservoir capacity: -

Construction Dates

Start of Project: 08/15

Start of RCC: 08/15

End of RCC: 09/18

End of Project: 07/19

Specifications

Height: 39 metres

Length: 450 metres

Volume of RCC: 208 m³x10³

Total volume: 243 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000 &
	1500

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
140	Low-lime flyash (ASTM Class F)

Sanhekou

Full Dam Information

Details

Country: China

Owner: -

Type: Arch-Gravity

Purpose(s): unknown

River: Ziwuhe

Reservoir capacity: 710 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: 12/18

End of Project: 06/19

Specifications

Height: 142 metres

Length: 472 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Xayaburi (Left bank closure section)

Full Dam Information

Details

Country: Laos

Owner: XPCL (Xayaburi Power Company Ltd.)

Type: Gravity

Purpose(s): Hydropower

River: Mekong

Reservoir capacity: -

Construction Dates

Start of Project: 03/12

Start of RCC: 03/12

End of RCC: 12/18

End of Project: 10/19

Specifications

Height: 40 metres

Length: 109 metres

Volume of RCC: 82 m³x10³

Total volume: 85 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
	Mechanically compacted unformed face of RCC

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
100	Low-lime flyash (ASTM Class F)

Xayaburi (Left bank closure section) under construction

Javeh

Full Dam Information

Details

Country: Iran

Owner: Iran Water & Power Resources Development Company (IWPC)

Type: Hardfill

Purpose(s): Flood Control / Irrigation

River: Javeh Roud

Reservoir capacity: 95 m³x10⁶

Construction Dates

Start of Project: 03/09

Start of RCC: 03/09

End of RCC: -/18

End of Project: 07/19

Specifications

Height: 86 metres

Length: 301 metres

Volume of RCC: 680 m³x10³

Total volume: 750 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.90	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
1.20	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
1.20	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
94

Pozzolan (kg/m³)	Pozzolan Type
31	Natural pozzolan (ASTM Class N)

Dahuaqiao

Full Dam Information

Details

Country: China

Owner: Huaneng Lancang River Hydropower Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Lancang (Mekong)

Reservoir capacity: 262 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/18

End of Project: -/19

Specifications

Height: 107 metres

Length: 232 metres

Volume of RCC: -

Total volume: 112 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Puhulpola (part of Uma Oya Project)

Full Dam Information

Details

Country: Sri Lanka

Owner: Ministry of Irrigation and Water Resources Management

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Dulgolla Oya

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/18

End of Project: -/19

Specifications

Height: 35 metres

Length: 174 metres

Volume of RCC: 30 m³x10³

Total volume: 40 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
95

Pozzolan (kg/m³)	Pozzolan Type
95	Low-lime flyash (ASTM Class F)

Puhulpola (part of Uma Oya Project) under construction

Lidi

Full Dam Information

Details

Country: China

Owner: Huaneng Lancang River Hydropower Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Lancang (Mekong)

Reservoir capacity: 75 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/18

End of Project: -/19

Specifications

Height: 75 metres

Length: 346 metres

Volume of RCC: -

Total volume: 1100 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Shangcun

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Shangcunxi

Reservoir capacity: 123 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/18

End of Project: -/19

Specifications

Height: 89 metres

Length: 338 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

São Roque

Full Dam Information

Details

Country: Brazil

Owner: São Roque Energética S.A.

Type: Gravity

Purpose(s): Hydropower

River: Canoas

Reservoir capacity: -

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/18

End of Project: -/19

Specifications

Height: 68 metres

Length: 151 metres

Volume of RCC: 100 m³x10³

Total volume: 583 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.75

Spillway

Slope	Type
0.75	[stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Balli

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower

River: Ortasu

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/18

End of Project: -/20

Specifications

Height: 51 metres

Length: 188 metres

Volume of RCC: 144 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.70	RCC against formwork (GEVR/GE-RCC)

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
95

Pozzolan (kg/m³)	Pozzolan Type
45	Natural pozzolan (ASTM Class N)

Kavsaktepe

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Ortasu Creek

Reservoir capacity: 16 m³x10⁶

Construction Dates

Start of Project: 09/08

Start of RCC: 09/08

End of RCC: -/18

End of Project: -/20

Specifications

Height: 76 metres

Length: 268 metres

Volume of RCC: 518 m³x10³

Total volume: 540 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
95

Pozzolan (kg/m³)	Pozzolan Type
45	Natural pozzolan (ASTM Class N)

Timkit

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

Purpose(s): Groundwater Recharge / Irrigation

River: Ifegh

Reservoir capacity: 14 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/18

End of Project: -/19

Specifications

Height: 56 metres

Length: 183 metres

Volume of RCC: 124 m³x10³

Total volume: 146 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.65	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.65	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.65	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
56

Pozzolan (kg/m³)	Pozzolan Type
24	Natural pozzolan (ASTM Class N)

Shoukoubao

Full Dam Information

Details

Country: China

Owner: -

Type: Hardfill

Purpose(s): unknown

River: -

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/18

End of Project: -/19

Specifications

Height: 62 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Maojiahe

Full Dam Information

Details

Country: China

Owner: China Power Investment Corporation

Type: Thin Arch

Purpose(s): Hydropower

River: Qingshuihe

Reservoir capacity: 13 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/18

End of Project: -/19

Specifications

Height: 75 metres

Length: 166 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Mandian

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): unknown

River: Mandian

Reservoir capacity: 12340 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/18

End of Project: -/19

Specifications

Height: 78 metres

Length: 231 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Mangshan

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Changlehe

Reservoir capacity: 133 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/18

End of Project: -/19

Specifications

Height: 101 metres

Length: 355 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Gulpur

Full Dam Information

Details

Country: Pakistan

Owner: WAPDA (Water and Power Development Authority) and MIRA Power Ltd. (a subsidiary of KOSEP)

Type: Gravity

Purpose(s): Hydropower

River: Poonch

Reservoir capacity: 22 m³x10⁶

Construction Dates

Start of Project: 09/14

Start of RCC: 09/14

End of RCC: -/18

End of Project: 02/20

Specifications

Height: 35 metres

Length: 238 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Datengxia

Full Dam Information

Details

Country: China

Owner: Guangxi Datengxia Gorge Water Conservancy Development Co. .Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation / Water Supply

River: Xijiang

Reservoir capacity: 3479 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/18

End of Project: 07/20

Specifications

Height: 80 metres

Length: -

Volume of RCC: -

Total volume: 7100 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Don Sahong

Full Dam Information

Details

Country: Laos

Owner: Don Sahong Power Company (Mega First Corporation Berhad and Électricité du Laos)

Type: Gravity

Purpose(s): Hydropower

River: Mekong

Reservoir capacity: 24 m³x10⁶

Construction Dates

Start of Project: 10/15

Start of RCC: 10/15

End of RCC: -/18

End of Project: 12/19

Specifications

Height: 26 metres

Length: 6800 metres

Volume of RCC: 566 m³x10³

Total volume: 609 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.30	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	2400

Cementitious material

Cement (kg/m³)
55

Pozzolan (kg/m³)	Pozzolan Type
103	Low-lime flyash (ASTM Class F)

Colonia

Full Dam Information

Details

Country: Brazil

Owner: CERB (Companhia de Engenharia Ambienytal e Recursos Hídricos da Bahia)

Type: Gravity

Purpose(s): Water Supply

River: Colonia

Reservoir capacity: 62 m³x10⁶

Construction Dates

Start of Project: 09/15

Start of RCC: 09/15

End of RCC: -/18

End of Project: 09/18

Specifications

Height: 21 metres

Length: 195 metres

Volume of RCC: 30 m³x10³

Total volume: 34 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Asana

Full Dam Information

Details

Country: Peru

Owner: -

Type: Hardfill

Purpose(s): unknown

River: Asana

Reservoir capacity: -

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/18

End of Project: -/18

Specifications

Height: 48 metres

Length: 214 metres

Volume of RCC: 216 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.75

Downstream

Slope	Type
0.75

Spillway

Slope	Type
0.75

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Quebra Dentes

Full Dam Information

Details

Country: Brazil

Owner: Quevedos Energética S.A

Type: Gravity

Purpose(s): Hydropower

River: Toropi

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/18

End of Project: -/19

Specifications

Height: 23 metres

Length: 206 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Jacaré

Full Dam Information

Details

Country: Brazil

Owner: PCH Jacaré S.A.

Type: Gravity

Purpose(s): Hydropower

River: Guanhães

Reservoir capacity: 14 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/18

End of Project: -/19

Specifications

Height: 33 metres

Length: 121 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Zhuangli

Full Dam Information

Details

Country: China

Owner: Zhuangli reservoir construction and management office

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Shizihe

Reservoir capacity: 133 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/18

End of Project: -/19

Specifications

Height: 44 metres

Length: 49 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Cudi-Circip

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Water Supply

River: Circip

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/18

End of Project: -/19

Specifications

Height: 30 metres

Length: 213 metres

Volume of RCC: 48 m³x10³

Total volume: 59 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	1200

Cementitious material

Cement (kg/m³)
98

Pozzolan (kg/m³)	Pozzolan Type
52

Yeşilvadi (Beylerderesi)

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Beyler

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/18

End of Project: -/19

Specifications

Height: 39 metres

Length: 249 metres

Volume of RCC: 170 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
1.00	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
330	330

Cementitious material

Cement (kg/m³)
93

Pozzolan (kg/m³)	Pozzolan Type
62	Low-lime flyash (ASTM Class F)

Narli

Full Dam Information

Details

Country: Turkey

Owner: Aksa Energy Production Trade and Industry Co. Inc.

Type: Gravity

Purpose(s): Hydropower

River: Göksu

Reservoir capacity: 27 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/18

End of Project: -/19

Specifications

Height: 47 metres

Length: 153 metres

Volume of RCC: 49 m³x10³

Total volume: 68 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Slip-formed/extruded facing elements

Downstream

Slope	Type
	Slip-formed/extruded facing elements

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65

Pozzolan (kg/m³)	Pozzolan Type
50	Low-lime flyash (ASTM Class F)

Houshan

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): unknown

River: Gouhe

Reservoir capacity: 160 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/18

End of Project: -/19

Specifications

Height: 52 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Itaocara

Full Dam Information

Details

Country: Brazil

Owner: Cemig Geração e Transmissão SA and Itaocara Energia Ltda

Type: Gravity

Purpose(s): Hydropower

River: Paraiba do Sul

Reservoir capacity: 1700 m³x10⁶

Construction Dates

Start of Project: 01/16

Start of RCC: 01/16

End of RCC: -/18

End of Project: -/19

Specifications

Height: 50 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Melen

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Melen

Reservoir capacity: 693 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: 03/19

End of Project: -/25

Specifications

Height: 124 metres

Length: 944 metres

Volume of RCC: 1871 m³x10³

Total volume: 2096 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.15	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.70	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.70	RCC against formwork (GEVR/GE-RCC)

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
60	Low-lime flyash (ASTM Class F)

Yamba

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Navigation / Water Supply

River: Agatsuma

Reservoir capacity: 108 m³x10⁶

Construction Dates

Start of Project: 08/14

Start of RCC: 08/14

End of RCC: 05/19

End of Project: 10/19

Specifications

Height: 116 metres

Length: 291 metres

Volume of RCC: 575 m³x10³

Total volume: 911 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.15	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.08	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	1000

Cementitious material

Cement (kg/m³)
91

Pozzolan (kg/m³)	Pozzolan Type
39	Low-lime flyash (ASTM Class F)

Bouzina

Full Dam Information

Details

Country: Algeria

Owner: ANBT (Agence Nationale des Barrages et Transferts)

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: -

Reservoir capacity: 18 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: 07/19

End of Project: 01/23

Specifications

Height: 77 metres

Length: 177 metres

Volume of RCC: 250 m³x10³

Total volume: 330 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.89	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.89	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
110
77

Pozzolan (kg/m³)	Pozzolan Type
0	Low-lime flyash (ASTM Class F)
33

Barra das Águas

Full Dam Information

Details

Country: Brazil

Owner: PCH Águas do Rio Irani Energética SPE Ltda.

Type: Gravity

Purpose(s): Hydropower

River: Irani

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: 07/19

End of Project: -/20

Specifications

Height: 34 metres

Length: 235 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Taşköprü Hasanlı

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Ayvali

Reservoir capacity: 988 m³x10⁶

Construction Dates

Start of Project: 06/14

Start of RCC: 06/14

End of RCC: 08/19

End of Project: 11/19

Specifications

Height: 43 metres

Length: 157 metres

Volume of RCC: 37 m³x10³

Total volume: 46 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
66

Pozzolan (kg/m³)	Pozzolan Type
44	Low-lime flyash (ASTM Class F)

Çay

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Uludere

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 03/17

Start of RCC: 03/17

End of RCC: 09/19

End of Project: 08/20

Specifications

Height: 52 metres

Length: 122 metres

Volume of RCC: 55 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
75

Pozzolan (kg/m³)	Pozzolan Type
50

Karamürsel Ihsaniye

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Suludere

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: 03/16

Start of RCC: 03/16

End of RCC: 09/19

End of Project: 10/19

Specifications

Height: 69 metres

Length: 212 metres

Volume of RCC: 130 m³x10³

Total volume: 185 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
75

Pozzolan (kg/m³)	Pozzolan Type
45	Low-lime flyash (ASTM Class F)

Saddle Dam D (Xe-Pian Xe-Namnoy)

Full Dam Information

Details

Country: Laos

Owner: Xe-Pian Xe Namnoy Power Company

Type: Gravity

Purpose(s): Hydropower

River: Xepian

Reservoir capacity: 1043 m³x10⁶

Construction Dates

Start of Project: 10/18

Start of RCC: 10/18

End of RCC: 10/19

End of Project: -/19

Specifications

Height: 56 metres

Length: 430 metres

Volume of RCC: 170 m³x10³

Total volume: 200 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
	[stepped face]

Spillway

Slope	Type
none

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Wala Dam Raise

Full Dam Information

Details

Country: Jordan

Owner: Jordan Valley Authority, Ministry of Water and Irrigation

Type: Gravity

Purpose(s): Groundwater Recharge

River: Wala

Reservoir capacity: 26 m³x10⁶

Construction Dates

Start of Project: 09/17

Start of RCC: 09/17

End of RCC: 10/19

End of Project: 07/20

Specifications

Height: 67 metres

Length: 300 metres

Volume of RCC: 80 m³x10³

Total volume: 82 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.30	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
98

Pozzolan (kg/m³)	Pozzolan Type
52	Natural pozzolan (ASTM Class N)

Biratori

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Navigation / Water Supply

River: Nukapira

Reservoir capacity: 46 m³x10⁶

Construction Dates

Start of Project: -/73

Start of RCC: -/73

End of RCC: -/19

End of Project: -/21

Specifications

Height: 57 metres

Length: 600 metres

Volume of RCC: -

Total volume: 180 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Taquarembó

Full Dam Information

Details

Country: Brazil

Owner: Estado

Type: Gravity

Purpose(s): Water Supply

River: Taquarembó

Reservoir capacity: -

Construction Dates

Start of Project: 05/08

Start of RCC: 05/08

End of RCC: -/19

End of Project: -/20

Specifications

Height: 33 metres

Length: 330 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Shah wa Arüs

Full Dam Information

Details

Country: Afghanistan

Owner: Ministry of Energy and Water

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Shakardar

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/19

End of Project: 04/21

Specifications

Height: 78 metres

Length: 303 metres

Volume of RCC: 270 m³x10³

Total volume: 337 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.20

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
105

Pozzolan (kg/m³)	Pozzolan Type
45	Natural pozzolan (ASTM Class N)

Ghadrooni

Full Dam Information

Details

Country: Iran

Owner: Kerman Water Authority

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation / Water Supply

River: Gharanghou

Reservoir capacity: 44 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/19

End of Project: -/20

Specifications

Height: 44 metres

Length: 352 metres

Volume of RCC: 106 m³x10³

Total volume: 147 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Shahri-koor

Full Dam Information

Details

Country: Iran

Owner: Sistan & Baluchestan Water Authority

Type: Gravity

Purpose(s): unknown

River: Barisan (nahang)

Reservoir capacity: 103 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/19

End of Project: -/21

Specifications

Height: 60 metres

Length: 326 metres

Volume of RCC: -

Total volume: 330 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Pingzhai

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Sanchahe

Reservoir capacity: 1089 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/19

End of Project: -/21

Specifications

Height: 163 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Los Pilares (Bicentennial)

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Mayo

Reservoir capacity: 478 m³x10⁶

Construction Dates

Start of Project: 02/14

Start of RCC: 02/14

End of RCC: -/19

End of Project: 08/20

Specifications

Height: 73 metres

Length: 232 metres

Volume of RCC: 600 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Los Pilares (Bicentennial) under construction

Capulin San Pablo

Full Dam Information

Details

Country: Costa Rica

Owner: Hidrotárcoles

Type: Gravity

Purpose(s): Hydropower

River: Tárcoles

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/19

End of Project: -/20

Specifications

Height: 49 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Luojiu

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 346 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/19

End of Project: -/20

Specifications

Height: 60 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Wacun

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Youjiang

Reservoir capacity: 536 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/19

End of Project: -/20

Specifications

Height: 105 metres

Length: 365 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Mellègue Amont

Full Dam Information

Details

Country: Tunisia

Owner: Ministère de l’Agriculture

Type: Hardfill

Purpose(s): Hydropower / Irrigation

River: Oued Mellègue

Reservoir capacity: 195 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/19

End of Project: -/20

Specifications

Height: 68 metres

Length: 430 metres

Volume of RCC: 500 m³x10³

Total volume: 560 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.60

Downstream

Slope	Type
0.60

Spillway

Slope	Type
0.60

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Gaosheng

Full Dam Information

Details

Country: China

Owner: Yalong River Hydropower Development Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Hongdu

Reservoir capacity: 100 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/19

End of Project: -/20

Specifications

Height: 121 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Wudongde secondary dam

Full Dam Information

Details

Country: China

Owner: China Yangzi River Three Gorges Group

Type: Gravity

Purpose(s): Hydropower

River: Jinsha (Yangtze)

Reservoir capacity: 7400 m³x10⁶

Construction Dates

Start of Project: 04/18

Start of RCC: 04/18

End of RCC: -/19

End of Project: 06/19

Specifications

Height: 96 metres

Length: 163 metres

Volume of RCC: 466 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Germinal

Full Dam Information

Details

Country: Brazil

Owner: Companhia de Gestão dos Recursos Hídricos

Type: Gravity

Purpose(s): Water Supply

River: Germinal

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/19

End of Project: 08/20

Specifications

Height: 28 metres

Length: 210 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Macacos

Full Dam Information

Details

Country: Brazil

Owner: Pesqueiro Energia S/A

Type: Gravity

Purpose(s): Hydropower

River: Jaguariaiva

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/19

End of Project: -/20

Specifications

Height: 16 metres

Length: 217 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Negreiros

Full Dam Information

Details

Country: Brazil

Owner: Ministério da Integração Nacional

Type: Gravity

Purpose(s): Water Supply

River: dos Negreiros

Reservoir capacity: 24 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/19

End of Project: -/20

Specifications

Height: 37 metres

Length: 246 metres

Volume of RCC: 56 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Çetin

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Hardfill

Purpose(s): Hydropower

River: Botan

Reservoir capacity: 614 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: 01/20

End of Project: 03/20

Specifications

Height: 165 metres

Length: 492 metres

Volume of RCC: 4741 m³x10³

Total volume: 4800 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.70	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Yunzhen

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: -

Reservoir capacity: 96 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: 03/20

End of Project: 01/21

Specifications

Height: 76 metres

Length: 173 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Kafue Gorge Lower (KGL)

Full Dam Information

Details

Country: Zambia

Owner: Kafue Gorge Lower Power Development Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Kafue

Reservoir capacity: 83 m³x10⁶

Construction Dates

Start of Project: 01/16

Start of RCC: 01/16

End of RCC: 04/20

End of Project: -/20

Specifications

Height: 131 metres

Length: 375 metres

Volume of RCC: 1290 m³x10³

Total volume: 1390 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
112	Low-lime flyash (ASTM Class F)

Zungeru

Full Dam Information

Details

Country: Nigeria

Owner: Federal Ministry of Power, Nigeria

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Kaduna

Reservoir capacity: 11400 m³x10⁶

Construction Dates

Start of Project: 09/13

Start of RCC: 09/13

End of RCC: 08/20

End of Project: 10/21

Specifications

Height: 101 metres

Length: 1090 metres

Volume of RCC: 1920 m³x10³

Total volume: 2400 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
59
69 94

Pozzolan (kg/m³)	Pozzolan Type
76	Low-lime flyash (ASTM Class F)
69 76

Arenal I-II

Full Dam Information

Details

Country: Honduras

Owner: Energias Limpias del Yaguala SA de CV

Type: Arch-Gravity

Purpose(s): Hydropower

River: Yaguala

Reservoir capacity: 72 m³x10⁶

Construction Dates

Start of Project: 01/18

Start of RCC: 01/18

End of RCC: 11/20

End of Project: 01/21

Specifications

Height: 93 metres

Length: 273 metres

Volume of RCC: 249 m³x10³

Total volume: 305 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.04	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.40	RCC against formwork (GEVR/GE-RCC)
0.67	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
0.40	Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sidi Abdellah

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

Purpose(s): Flood Control / Irrigation / Water Supply

River: Ouaar

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 04/10

Start of RCC: 04/10

End of RCC: -/20

End of Project: -/20

Specifications

Height: 68 metres

Length: 370 metres

Volume of RCC: 580 m³x10³

Total volume: 610 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.50	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80
100

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used
0

Sharab Garod

Full Dam Information

Details

Country: Iran

Owner: Kohgiloye-Boyerahmad Water Authority

Type: Gravity

Purpose(s): Irrigation

River: Sharab Garod

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/20

End of Project: -/22

Specifications

Height: 15 metres

Length: 75 metres

Volume of RCC: -

Total volume: 12 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Asagi (Lower) Kaleköy

Full Dam Information

Details

Country: Turkey

Owner: Kalehan Energy Üretim ve Ticaret A.S.

Type: Gravity

Purpose(s): Hydropower

River: Murat

Reservoir capacity: 556 m³x10⁶

Construction Dates

Start of Project: 03/13

Start of RCC: 03/13

End of RCC: -/20

End of Project: 04/21

Specifications

Height: 125 metres

Length: 346 metres

Volume of RCC: 1192 m³x10³

Total volume: 1342 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.25	RCC against precast concrete panels

Downstream

Slope	Type
0.80	RCC against formwork

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
40	Milled sand

Ballikaya

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Water Supply

River: Mudurnu

Reservoir capacity: 143 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/20

End of Project: -/23

Specifications

Height: 98 metres

Length: 357 metres

Volume of RCC: 800 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork
0.35

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
63
83

Pozzolan (kg/m³)	Pozzolan Type
63
83

Yanagawa

Full Dam Information

Details

Country: Japan

Owner: Iwate Prefecture

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Yana

Reservoir capacity: 19 m³x10⁶

Construction Dates

Start of Project: 12/14

Start of RCC: 12/14

End of RCC: -/20

End of Project: 03/21

Specifications

Height: 77 metres

Length: 243 metres

Volume of RCC: -

Total volume: 213 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Dereçati

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Büyükdere

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/20

End of Project: -/21

Specifications

Height: 51 metres

Length: 174 metres

Volume of RCC: 110 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tan My

Full Dam Information

Details

Country: Vietnam

Owner: Ministry of Agriculture and Rural Development

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Cai

Reservoir capacity: 219 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/20

End of Project: -/21

Specifications

Height: 67 metres

Length: 603 metres

Volume of RCC: 510 m³x10³

Total volume: 640 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Maojun

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): unknown

River: Junshui

Reservoir capacity: 117 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/20

End of Project: -/21

Specifications

Height: 76 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Souapiti

Full Dam Information

Details

Country: Guinea

Owner: Ministry of Energy and Hydraulics

Type: Gravity

Purpose(s): Hydropower

River: Konkouré

Reservoir capacity: 6300 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/20

End of Project: -/21

Specifications

Height: 116 metres

Length: 1200 metres

Volume of RCC: -

Total volume: 3 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

3 de Febrero (formerly El Chaparral)

Full Dam Information

Details

Country: El Salvador

Owner: Comisión Ejecutiva Hidroeléctrica del Rio Lempa (CEL)

Type: Hardfill

Purpose(s): Hydropower

River: Torola

Reservoir capacity: -

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/20

End of Project: 10/23

Specifications

Height: 88 metres

Length: 324 metres

Volume of RCC: 375 m³x10³

Total volume: 450 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	RCC against precast concrete panels (GEVR/GE-RCC)

Downstream

Slope	Type
0.80	RCC against precast concrete panels (GEVR/GE-RCC)

Spillway

Slope	Type
0.80	RCC against precast concrete panels (GEVR/GE-RCC)

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
94

Pozzolan (kg/m³)	Pozzolan Type
63	Natural pozzolan (ASTM Class N)

Jinjigou

Full Dam Information

Details

Country: China

Owner: -

Type: Hardfill

Purpose(s): unknown

River: Shigaoqiao

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: -/19

Start of RCC: -/19

End of RCC: -/20

End of Project: -/20

Specifications

Height: 33 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Gürsöğüt 1

Full Dam Information

Details

Country: Turkey

Owner: Limak Energy

Type: Gravity

Purpose(s): Hydropower

River: Sakarya

Reservoir capacity: 77 m³x10⁶

Construction Dates

Start of Project: -/19

Start of RCC: -/19

End of RCC: -/20

End of Project: -/20

Specifications

Height: 67 metres

Length: 135 metres

Volume of RCC: 105 m³x10³

Total volume: 115 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Miguillas

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): unknown

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/20

End of Project: -/21

Specifications

Height: 35 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Center Hill Auxiliary Backup Dam

Full Dam Information

Details

Country: USA

Owner: US Army Corps of Engineers - Nashville District

Type: Gravity

Purpose(s): Flood Control / Hydropower / Recreation / Water Supply

River: Caney Fork

Reservoir capacity: 940 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/20

End of Project: -/21

Specifications

Height: 40 metres

Length: 293 metres

Volume of RCC: 99 m³x10³

Total volume: 122 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	Traditional concrete against formwork [stepped face]
0.83

Spillway

Slope	Type
0.83	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
93

Pozzolan (kg/m³)	Pozzolan Type
93	Low-lime flyash (ASTM Class F)

Salto Y-Y

Full Dam Information

Details

Country: Nicaragua

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Bambana

Reservoir capacity: -

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/20

End of Project: -/21

Specifications

Height: 20 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.70	Traditional concrete against precast concrete panels
1.00	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]
1.00	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Bela Vista

Full Dam Information

Details

Country: Brazil

Owner: Bela Vista Geracao de Energia S.A.

Type: Gravity

Purpose(s): Hydropower

River: Chapim

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/00

End of Project: -/00

Specifications

Height: 21 metres

Length: 393 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Meizhou PSS - Upper dam

Full Dam Information

Details

Country: China

Owner: China Southern Power Grid

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 41 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/20

End of Project: -/21

Specifications

Height: 60 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Meizhou PSS - Lower dam

Full Dam Information

Details

Country: China

Owner: China Southern Power Grid

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 45 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/20

End of Project: -/21

Specifications

Height: 85 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Gürsöğüt 2

Full Dam Information

Details

Country: Turkey

Owner: Limak Energy

Type: Gravity

Purpose(s): Hydropower

River: Sakarya

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: -/19

Start of RCC: -/19

End of RCC: -/20

End of Project: -/21

Specifications

Height: 56 metres

Length: 275 metres

Volume of RCC: 216 m³x10³

Total volume: 230 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Vizcachas

Full Dam Information

Details

Country: Peru

Owner: Anglo American (Quellaveco copper mine)

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/19

Start of RCC: -/19

End of RCC: -/20

End of Project: -/21

Specifications

Height: 40 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork with external geomembrane
0.10

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Nam Kong 3

Full Dam Information

Details

Country: Laos

Owner: Chaleun Sekong Energy Co Ltd (CSE)

Type: Gravity

Purpose(s): Hydropower

River: Nam Kong

Reservoir capacity: 471 m³x10⁶

Construction Dates

Start of Project: 11/17

Start of RCC: 11/17

End of RCC: 02/21

End of Project: 11/21

Specifications

Height: 65 metres

Length: 500 metres

Volume of RCC: 347 m³x10³

Total volume: 400 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
75

Pozzolan (kg/m³)	Pozzolan Type
113	Low-lime flyash (ASTM Class F)

Dagu

Full Dam Information

Details

Country: China

Owner: China Huadian Group Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Yaluzangbu (Brahmaputra)

Reservoir capacity: 55 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: 04/21

End of Project: -/23

Specifications

Height: 118 metres

Length: 385 metres

Volume of RCC: 937 m³x10³

Total volume: 1442 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
93
60

Pozzolan (kg/m³)	Pozzolan Type
93
100

Busanga

Full Dam Information

Details

Country: DR Congo

Owner: Sicomines

Type: Thin Arch

Purpose(s): Hydropower

River: Lualaba

Reservoir capacity: -

Construction Dates

Start of Project: 11/17

Start of RCC: 11/17

End of RCC: 07/21

End of Project: 11/21

Specifications

Height: 142 metres

Length: -

Volume of RCC: 620 m³x10³

Total volume: 770 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Dong Mit

Full Dam Information

Details

Country: Vietnam

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Song An Lao

Reservoir capacity: 90 m³x10⁶

Construction Dates

Start of Project: 02/19

Start of RCC: 02/19

End of RCC: 08/21

End of Project: 06/22

Specifications

Height: 68 metres

Length: 378 metres

Volume of RCC: 353 m³x10³

Total volume: 456 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Hatta PSS-Saddle dam

Full Dam Information

Details

Country: UAE

Owner: DEWA

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: -

Construction Dates

Start of Project: 12/19

Start of RCC: 12/19

End of RCC: 09/21

End of Project: -/24

Specifications

Height: 38 metres

Length: 184 metres

Volume of RCC: 41 m³x10³

Total volume: 45 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	RCC against precast concrete panels

Downstream

Slope	Type
	RCC against precast concrete panels

Spillway

Slope	Type
	RCC against precast concrete panels [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65

Pozzolan (kg/m³)	Pozzolan Type
120	Low-lime flyash (ASTM Class F)

Agdez

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Daraa

Reservoir capacity: 247 m³x10⁶

Construction Dates

Start of Project: 05/16

Start of RCC: 05/16

End of RCC: 09/21

End of Project: 06/22

Specifications

Height: 110 metres

Length: 317 metres

Volume of RCC: 833 m³x10³

Total volume: 993 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Natural pozzolan (ASTM Class N)

Site C

Full Dam Information

Details

Country: Canada

Owner: BC Hydro

Type: Gravity

Purpose(s): Hydropower

River: Peace

Reservoir capacity: 2644 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: 10/21

End of Project: 08/25

Specifications

Height: 71 metres

Length: 800 metres

Volume of RCC: 1740 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
130	Low-lime flyash (ASTM Class F)

Yangjiang PSP - Upper dam

Full Dam Information

Details

Country: China

Owner: China Southern Power Grid Co.

Type: Gravity

Purpose(s): Hydropower

River: Moyang

Reservoir capacity: 18 m³x10⁶

Construction Dates

Start of Project: 01/17

Start of RCC: 01/17

End of RCC: 11/21

End of Project: 06/22

Specifications

Height: 101 metres

Length: 477 metres

Volume of RCC: -

Total volume: 652 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	6000

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Hekou

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): unknown

River: -

Reservoir capacity: 37 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: 12/21

End of Project: -/22

Specifications

Height: 83 metres

Length: 193 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Fengman (new)

Full Dam Information

Details

Country: China

Owner: Northeast China Electric Power

Type: Gravity

Purpose(s): Hydropower

River: Songhua

Reservoir capacity: 10377 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/21

End of Project: -/22

Specifications

Height: 95 metres

Length: 1068 metres

Volume of RCC: -

Total volume: 2700 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Kaddoussa

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Guir

Reservoir capacity: 220 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/21

End of Project: -/21

Specifications

Height: 62 metres

Length: 271 metres

Volume of RCC: 180 m³x10³

Total volume: 210 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Natural pozzolan (ASTM Class N)

Xijiang

Full Dam Information

Details

Country: China

Owner: -

Type: Hardfill

Purpose(s): unknown

River: -

Reservoir capacity: 472 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/21

End of Project: -/22

Specifications

Height: 50 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Maling

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: -

Reservoir capacity: 219 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/21

End of Project: -/22

Specifications

Height: 90 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tiddas

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Bou Regreg

Reservoir capacity: 507 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/21

End of Project: -/22

Specifications

Height: 106 metres

Length: 345 metres

Volume of RCC: 900 m³x10³

Total volume: 1 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Huangzangsi

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Heihe

Reservoir capacity: 403 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/21

End of Project: -/22

Specifications

Height: 123 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Gümüshane Bahçecik

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Water Supply

River: Şenkale Deresi

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 06/17

Start of RCC: 06/17

End of RCC: -/21

End of Project: -/22

Specifications

Height: 67 metres

Length: 273 metres

Volume of RCC: 148 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Natural pozzolan (ASTM Class N)

Cachoeira Cinco Veados

Full Dam Information

Details

Country: Brazil

Owner: Rincão dos Albinos Energética S.A.

Type: Gravity

Purpose(s): Hydropower

River: Toropi

Reservoir capacity: 13 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/21

End of Project: 08/22

Specifications

Height: 35 metres

Length: 206 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

San Julian

Full Dam Information

Details

Country: Mexico

Owner: Peñoles

Type: Gravity

Purpose(s): Water Supply

River: Fuerte

Reservoir capacity: -

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/21

End of Project: -/22

Specifications

Height: 44 metres

Length: 240 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

La Trong

Full Dam Information

Details

Country: Vietnam

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Song Gianh

Reservoir capacity: -

Construction Dates

Start of Project: 01/90

Start of RCC: 01/90

End of RCC: 04/90

End of Project: 05/90

Specifications

Height: 76 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork with external geomembrane

Downstream

Slope	Type
0.80	Unformed face of RCC

Spillway

Slope	Type
0.80	Unformed face of RCC

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	No pozzolan used

Kongzhai

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Bala

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/21

End of Project: -/22

Specifications

Height: 47 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Toudgha

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Toudgha

Reservoir capacity: 33 m³x10⁶

Construction Dates

Start of Project: 11/17

Start of RCC: 11/17

End of RCC: -/21

End of Project: -/22

Specifications

Height: 68 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.90	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.90	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tuxikou

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Flood Control / Hydropower

River: Qianhe

Reservoir capacity: 160 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/21

End of Project: -/22

Specifications

Height: 132 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Davarlı

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Kara Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/21

End of Project: -/23

Specifications

Height: 39 metres

Length: 119 metres

Volume of RCC: 34 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Gürün Çamlıca

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Kırkgöz Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/21

End of Project: -/23

Specifications

Height: 28 metres

Length: 142 metres

Volume of RCC: 28 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.10

Downstream

Slope	Type
0.80

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
32

Rio do Peixe

Full Dam Information

Details

Country: Brazil

Owner: CPFL Energias Renovavies S.A.

Type: Gravity

Purpose(s): Hydropower

River: do Peixe

Reservoir capacity: -

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/21

End of Project: 07/22

Specifications

Height: 32 metres

Length: 300 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Nam Theun 1

Full Dam Information

Details

Country: Laos

Owner: Nam Theun 1 Power Company

Type: Gravity

Purpose(s): Hydropower

River: Nam Kading, aka Nam Theun

Reservoir capacity: 3009 m³x10⁶

Construction Dates

Start of Project: 08/15

Start of RCC: 08/15

End of RCC: 01/22

End of Project: 08/22

Specifications

Height: 187 metres

Length: 772 metres

Volume of RCC: 4141213 m³x10³

Total volume: 4320 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type
	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	3000 &
	9000

Cementitious material

Cement (kg/m³)
100
130

Pozzolan (kg/m³)	Pozzolan Type
130	Low-lime flyash (ASTM Class F)
120

Grand Ethiopian Renaissance Dam (GERD)

Full Dam Information

Details

Country: Ethiopia

Owner: Ethiopian Electric Power (EEP)

Type: Gravity

Purpose(s): Hydropower

River: Blue Nile

Reservoir capacity: 74000 m³x10⁶

Construction Dates

Start of Project: 12/10

Start of RCC: 12/10

End of RCC: 05/22

End of Project: -/24

Specifications

Height: 160 metres

Length: 1790 metres

Volume of RCC: 10100 m³x10³

Total volume: 10500 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.22	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
1.00	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
1.00	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
67 to

Pozzolan (kg/m³)	Pozzolan Type
23 to	Natural pozzolan (ASTM Class N)

Grand Ethiopian Renaissance Dam (GERD) completed

Kabagawa

Full Dam Information

Details

Country: Japan

Owner: Kagawa Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Kaba

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: 10/14

Start of RCC: 10/14

End of RCC: 05/22

End of Project: 09/24

Specifications

Height: 89 metres

Length: 266 metres

Volume of RCC: 242 m³x10³

Total volume: 448 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.40	Traditional concrete against formwork

Downstream

Slope	Type
0.77	Traditional concrete against formwork

Spillway

Slope	Type
0.77	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	1000

Cementitious material

Cement (kg/m³)
91

Pozzolan (kg/m³)	Pozzolan Type
39	Low-lime flyash (ASTM Class F)

Tayabasan weir

Full Dam Information

Details

Country: Philippines

Owner: Wawa JV Co. Inc. (Prime Infrastructure Capital Inc and San Lorenzo Ruiz Builders and Developers Group)

Type: Hardfill

Purpose(s): Hydropower / Irrigation / Water Supply

River: Tayabasan

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/20

Start of RCC: -/20

End of RCC: 05/22

End of Project: 07/22

Specifications

Height: 24 metres

Length: 114 metres

Volume of RCC: 30 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.40	RCC against formwork with external geomembrane (GEVR/GE-RCC)

Downstream

Slope	Type
0.40	RCC against formwork (GEVR/GE-RCC)
0.92

Spillway

Slope	Type
0.92	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
120	Low-lime flyash (ASTM Class F)

Kahir

Full Dam Information

Details

Country: Iran

Owner: Sistan & Balouchestan Water Authority

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Kahir

Reservoir capacity: 314 m³x10⁶

Construction Dates

Start of Project: 11/10

Start of RCC: 11/10

End of RCC: 07/22

End of Project: 08/25

Specifications

Height: 55 metres

Length: 383 metres

Volume of RCC: 550 m³x10³

Total volume: 730 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Hatta PSS-Upper dam

Full Dam Information

Details

Country: UAE

Owner: DEWA

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: -

Construction Dates

Start of Project: 12/19

Start of RCC: 12/19

End of RCC: 08/22

End of Project: -/24

Specifications

Height: 72 metres

Length: 222 metres

Volume of RCC: 170 m³x10³

Total volume: 180 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	RCC against precast concrete panels

Downstream

Slope	Type
	RCC against precast concrete panels

Spillway

Slope	Type
none

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65

Pozzolan (kg/m³)	Pozzolan Type
120	Low-lime flyash (ASTM Class F)

Huanglinxia

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Hanshui

Reservoir capacity: 221 m³x10⁶

Construction Dates

Start of Project: 10/18

Start of RCC: 10/18

End of RCC: 11/22

End of Project: 07/23

Specifications

Height: 70 metres

Length: 349 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Fask

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Assayad

Reservoir capacity: 79 m³x10⁶

Construction Dates

Start of Project: 07/17

Start of RCC: 07/17

End of RCC: 12/22

End of Project: 07/23

Specifications

Height: 77 metres

Length: 830 metres

Volume of RCC: 1400 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Natural pozzolan (ASTM Class N)

Julius Nyerere (formerly Rufiji)

Full Dam Information

Details

Country: Tanzania

Owner: TANESCO (Tanzania Electric Supply Company Ltd.)

Type: Gravity

Purpose(s): Hydropower

River: Rufiji

Reservoir capacity: 3680 m³x10⁶

Construction Dates

Start of Project: 12/18

Start of RCC: 12/18

End of RCC: -/22

End of Project: 12/23

Specifications

Height: 134 metres

Length: 1025 metres

Volume of RCC: 1420 m³x10³

Total volume: 1940 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
93

Pozzolan (kg/m³)	Pozzolan Type
62	Low-lime flyash (ASTM Class F)

Fuzikou

Full Dam Information

Details

Country: China

Owner: Guilin Dayu Water Infrastructure Development Investment Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Lijiang

Reservoir capacity: 188 m³x10⁶

Construction Dates

Start of Project: 11/11

Start of RCC: 11/11

End of RCC: -/22

End of Project: -/23

Specifications

Height: 77 metres

Length: 239 metres

Volume of RCC: -

Total volume: 304 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Chame Shir

Full Dam Information

Details

Country: Iran

Owner: Iran Water & Power Resources Development Company (IWPC)

Type: Arch-Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Zohreh

Reservoir capacity: 2300 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/22

End of Project: 07/23

Specifications

Height: 151 metres

Length: 680 metres

Volume of RCC: 1100 m³x10³

Total volume: 1200 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.70

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
160

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Dahe

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): unknown

River: -

Reservoir capacity: 44 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/22

End of Project: -/23

Specifications

Height: 105 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Kapiçay

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Basgöz

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/22

End of Project: -/24

Specifications

Height: 50 metres

Length: 136 metres

Volume of RCC: 126 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
56

Tuoba

Full Dam Information

Details

Country: China

Owner: Huaneng Lancang River Hydropower Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Langcang (Mekong)

Reservoir capacity: 1338 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/22

End of Project: -/24

Specifications

Height: 158 metres

Length: 508 metres

Volume of RCC: -

Total volume: 3600 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Baghan

Full Dam Information

Details

Country: Iran

Owner: Boushehr Water Authority

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Baghan

Reservoir capacity: 32 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/22

End of Project: -/25

Specifications

Height: 58 metres

Length: 311 metres

Volume of RCC: -

Total volume: 220 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Xiakoutang

Full Dam Information

Details

Country: China

Owner: Lichuan City Yujiang Valley Hudropower Ltd. Hubei Province

Type: Thin Arch

Purpose(s): Flood Control / Hydropower

River: Yu

Reservoir capacity: 55 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/22

End of Project: -/22

Specifications

Height: 70 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Yuwanghe

Full Dam Information

Details

Country: China

Owner: Guizhou Shuicheng Water-investment Co. Ltd.

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Yuwanghe

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: 09/16

Start of RCC: 09/16

End of RCC: -/22

End of Project: 11/23

Specifications

Height: 50 metres

Length: 157 metres

Volume of RCC: 106 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Luoyuanhuokou

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Ao

Reservoir capacity: 297 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/22

End of Project: -/23

Specifications

Height: 91 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tingzikou

Full Dam Information

Details

Country: China

Owner: Jialing River Tingzikou Water Resources and Hydropower Development Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Navigation / Water Supply

River: Jialing

Reservoir capacity: 4067 m³x10⁶

Construction Dates

Start of Project: 11/09

Start of RCC: 11/09

End of RCC: -/22

End of Project: -/25

Specifications

Height: 116 metres

Length: 995 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Gomaspan (formerly Bastora)

Full Dam Information

Details

Country: Iraq

Owner: Ministry of Agriculture and Water Resources in Kurdistan

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Bastora

Reservoir capacity: 215 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/22

End of Project: 10/24

Specifications

Height: 85 metres

Length: 577 metres

Volume of RCC: 1160 m³x10³

Total volume: 1223 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.80	[stepped face]

Spillway

Slope	Type
0.80

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Houay LaNge

Full Dam Information

Details

Country: Laos

Owner: Houay LaNge Power Co. Ltd. (JV of China-based Hebei Construction and Investment Group Co., Ltd (HCIG) and CS Energy (Laos))

Type: Gravity

Purpose(s): Hydropower

River: Houaylange

Reservoir capacity: 14 m³x10⁶

Construction Dates

Start of Project: 02/18

Start of RCC: 02/18

End of RCC: -/22

End of Project: 05/23

Specifications

Height: 59 metres

Length: 174 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ulus Eldeş

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Karakuz Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/22

End of Project: -/23

Specifications

Height: 46 metres

Length: 125 metres

Volume of RCC: 38 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
83

Pozzolan (kg/m³)	Pozzolan Type
68	Low-lime flyash (ASTM Class F)

Wangjiazhou

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): unknown

River: Tuoxi

Reservoir capacity: 21 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/22

End of Project: -/23

Specifications

Height: 62 metres

Length: 310 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Haciömer

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Say

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/22

End of Project: -/23

Specifications

Height: 50 metres

Length: 173 metres

Volume of RCC: 94 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Çalıcaalan

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Gök Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/22

End of Project: -/24

Specifications

Height: 33 metres

Length: 195 metres

Volume of RCC: 50 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Uluhan

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Gök Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/22

End of Project: -/24

Specifications

Height: 31 metres

Length: 228 metres

Volume of RCC: 30 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Kızlaryolu

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Devrez

Reservoir capacity: 115 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/22

End of Project: -/23

Specifications

Height: 92 metres

Length: 261 metres

Volume of RCC: 447 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sorkun

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Hardfill

Purpose(s): Irrigation

River: Dokuzsele Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 07/17

Start of RCC: 07/17

End of RCC: -/22

End of Project: -/24

Specifications

Height: 24 metres

Length: 160 metres

Volume of RCC: 42 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Guangshan

Full Dam Information

Details

Country: China

Owner: Large and medium sized Irrigation District Service Center of Qiannan Prefecture

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Qingshui

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 04/20

Start of RCC: 04/20

End of RCC: -/22

End of Project: -/22

Specifications

Height: 32 metres

Length: 198 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	Traditional concrete against formwork
1.00	Unformed face of RCC

Spillway

Slope	Type
none

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Singrobo-Ahouaty

Full Dam Information

Details

Country: Ivory Coast

Owner: Ivoirian Hydro Energy

Type: Gravity

Purpose(s): Hydropower

River: Bandama

Reservoir capacity: 105 m³x10⁶

Construction Dates

Start of Project: 10/19

Start of RCC: 10/19

End of RCC: -/22

End of Project: 03/23

Specifications

Height: 24 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Babus

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Fındıklı Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 06/18

Start of RCC: 06/18

End of RCC: -/22

End of Project: 09/23

Specifications

Height: 35 metres

Length: 229 metres

Volume of RCC: 48 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Nam Ngum 4

Full Dam Information

Details

Country: Laos

Owner: EDL (Electricite du Laos)

Type: Gravity

Purpose(s): Hydropower

River: Nam Ngum

Reservoir capacity: 110 m³x10⁶

Construction Dates

Start of Project: 02/18

Start of RCC: 02/18

End of RCC: 01/23

End of Project: -/24

Specifications

Height: 74 metres

Length: 252 metres

Volume of RCC: 230 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type
	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
82

Pozzolan (kg/m³)	Pozzolan Type
100

Lom Pangar

Full Dam Information

Details

Country: Cameroon

Owner: EDC (Electricity Development Corporation)

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Lom

Reservoir capacity: 6000 m³x10⁶

Construction Dates

Start of Project: -/19

Start of RCC: -/19

End of RCC: 03/23

End of Project: 09/24

Specifications

Height: 46 metres

Length: 185 metres

Volume of RCC: 175 m³x10³

Total volume: 290 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.85	Traditional concrete against formwork

Spillway

Slope	Type
0.85	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
100	Low-lime flyash (ASTM Class F)

Priest Rapids Right Embankment

Full Dam Information

Details

Country: USA

Owner: Grant County Public Utility District

Type: Gravity

Purpose(s): Hydropower

River: Columbia

Reservoir capacity: -

Construction Dates

Start of Project: 10/21

Start of RCC: 10/21

End of RCC: 03/23

End of Project: 10/23

Specifications

Height: 17 metres

Length: 564 metres

Volume of RCC: 386 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)
0.75	Unformed face of RCC

Spillway

Slope	Type
none

Placement

Layers (mm)	Lifts (mm)
300	300 -

Cementitious material

Cement (kg/m³)
87

Pozzolan (kg/m³)	Pozzolan Type
137	Low-lime flyash (ASTM Class F)

Nam Sum 3

Full Dam Information

Details

Country: Laos

Owner: Nam Sam 3 Power Co. Ltd. (part of Phongsubthavy Group)

Type: Gravity

Purpose(s): Hydropower

River: Nam Xam

Reservoir capacity: 435 m³x10⁶

Construction Dates

Start of Project: 10/19

Start of RCC: 10/19

End of RCC: 04/23

End of Project: 12/23

Specifications

Height: 122 metres

Length: 321 metres

Volume of RCC: 907 m³x10³

Total volume: 987 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
140	Low-lime flyash (ASTM Class F)

El Tornillito

Full Dam Information

Details

Country: Honduras

Owner: Hidrovolcan

Type: Gravity

Purpose(s): Hydropower

River: Ulua

Reservoir capacity: 242 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: 05/23

End of Project: 10/24

Specifications

Height: 83 metres

Length: 440 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Bursa Uludag

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Kirkpinarlar

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 10/21

Start of RCC: 10/21

End of RCC: 08/23

End of Project: 10/23

Specifications

Height: 28 metres

Length: 168 metres

Volume of RCC: -

Total volume: 60 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Hirase

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Nishiki

Reservoir capacity: 30 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/23

End of Project: -/24

Specifications

Height: 73 metres

Length: 300 metres

Volume of RCC: -

Total volume: 340 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Yozgat (Akdagmadeni) Bahçecik

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Gökdelen

Reservoir capacity: 33 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/23

End of Project: -/24

Specifications

Height: 70 metres

Length: 494 metres

Volume of RCC: 614 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
56	Low-lime flyash (ASTM Class F)

Yozgat (Akdagmadeni) Bahçecik on Google Earth

Göle Durançam

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Kür Çayı

Reservoir capacity: 37 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/23

End of Project: -/24

Specifications

Height: 22 metres

Length: 107 metres

Volume of RCC: 22 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.70

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Akçali 2

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Sagin

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/23

End of Project: -/24

Specifications

Height: 40 metres

Length: 148 metres

Volume of RCC: -

Total volume: 72 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
60	Low-lime flyash (ASTM Class F)

Gündüzler

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Degirmen

Reservoir capacity: 8 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/23

End of Project: -/24

Specifications

Height: 65 metres

Length: 384 metres

Volume of RCC: 280 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
113

Pozzolan (kg/m³)	Pozzolan Type
37	Low-lime flyash (ASTM Class F)

Bahçecik

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/23

End of Project: -/24

Specifications

Height: 69 metres

Length: -

Volume of RCC: 204 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Aso Tateno

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Shirakawa

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/23

End of Project: 02/24

Specifications

Height: 87 metres

Length: 197 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Uzundere

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Uzun Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/23

End of Project: -/24

Specifications

Height: 42 metres

Length: 59 metres

Volume of RCC: 35 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Aldegirmen

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Akasya

Reservoir capacity: 24 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/23

End of Project: -/24

Specifications

Height: 59 metres

Length: 227 metres

Volume of RCC: -

Total volume: 189 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
55

Pozzolan (kg/m³)	Pozzolan Type
45	Low-lime flyash (ASTM Class F)

Akçakoca Altunçay

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Kilsuyu Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/23

End of Project: -/24

Specifications

Height: 33 metres

Length: 95 metres

Volume of RCC: -

Total volume: 24 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Inandik

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Inandik

Reservoir capacity: 31 m³x10⁶

Construction Dates

Start of Project: 04/18

Start of RCC: 04/18

End of RCC: -/23

End of Project: -/24

Specifications

Height: 73 metres

Length: 343 metres

Volume of RCC: 271 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.15	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
80

Jalaur afterbay dam

Full Dam Information

Details

Country: Philippines

Owner: National Irrigation Administration (NIA)

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Jalaur

Reservoir capacity: -

Construction Dates

Start of Project: -/19

Start of RCC: -/19

End of RCC: -/23

End of Project: 07/24

Specifications

Height: 38 metres

Length: 150 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Jalaur High Dam (JRMP 2)

Full Dam Information

Details

Country: Philippines

Owner: National Irrigation Administration (NIA)

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Jalaur

Reservoir capacity: 229 m³x10⁶

Construction Dates

Start of Project: -/19

Start of RCC: -/19

End of RCC: -/23

End of Project: 07/24

Specifications

Height: 109 metres

Length: 267 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sehuencas (formerly Ivirizu)

Full Dam Information

Details

Country: Bolivia

Owner: ENDE Valle Hermoso S.A.

Type: Gravity

Purpose(s): Hydropower

River: Ivirizu

Reservoir capacity: 30 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/23

End of Project: -/24

Specifications

Height: 125 metres

Length: 350 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sehuencas (formerly Ivirizu) under construction

Manavgat Çardak

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Sağırın Çayı

Reservoir capacity: 8 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/23

End of Project: -/24

Specifications

Height: 44 metres

Length: 185 metres

Volume of RCC: 540 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Maiwan

Full Dam Information

Details

Country: China

Owner: Maiwan Water Conservancy

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Nandu

Reservoir capacity: 615 m³x10⁶

Construction Dates

Start of Project: 04/20

Start of RCC: 04/20

End of RCC: 05/24

End of Project: 07/25

Specifications

Height: 79 metres

Length: 377 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Gölecik

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Gölecik

Reservoir capacity: 36 m³x10⁶

Construction Dates

Start of Project: 12/16

Start of RCC: 12/16

End of RCC: 06/24

End of Project: -/24

Specifications

Height: 95 metres

Length: 424 metres

Volume of RCC: -

Total volume: 900 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
72

Pozzolan (kg/m³)	Pozzolan Type
48	Low-lime flyash (ASTM Class F)

Sidi Abbou

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Leben

Reservoir capacity: 200 m³x10⁶

Construction Dates

Start of Project: 03/21

Start of RCC: 03/21

End of RCC: 06/24

End of Project: -/25

Specifications

Height: 71 metres

Length: 149 metres

Volume of RCC: 207 m³x10³

Total volume: 257 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.90	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.90	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
110

Pozzolan (kg/m³)	Pozzolan Type
0

Naruse

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Hardfill

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Naruse

Reservoir capacity: 79 m³x10⁶

Construction Dates

Start of Project: 05/18

Start of RCC: 05/18

End of RCC: 08/24

End of Project: 11/26

Specifications

Height: 115 metres

Length: 755 metres

Volume of RCC: 4450 m³x10³

Total volume: 4850 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

El Zapotillo

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Water Supply

River: Verde

Reservoir capacity: 910 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/24

End of Project: 12/24

Specifications

Height: 80 metres

Length: 271 metres

Volume of RCC: 1100 m³x10³

Total volume: 1200 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.83	RCC against formwork [stepped face]

Spillway

Slope	Type
0.83	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60 to

Pozzolan (kg/m³)	Pozzolan Type
50 to	Ground-granulated blast-furnace slag

Hayghar (formerly Dehroud)

Full Dam Information

Details

Country: Iran

Owner: Fars Water Authority

Type: Hardfill

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Firooz Abad

Reservoir capacity: 146 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/24

End of Project: -/26

Specifications

Height: 88 metres

Length: 230 metres

Volume of RCC: 260 m³x10³

Total volume: 285 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.90	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
1.20	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
1.20	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Hayghar (formerly Dehroud) on Google Earth

Oiticica

Full Dam Information

Details

Country: Brazil

Owner: Secretaria de Meio Ambiente e dos Recursos Hídricos do Estado do Rio Grande do Norte

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Piranhas

Reservoir capacity: 556 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/24

End of Project: 03/25

Specifications

Height: 35 metres

Length: 989 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Divaresh

Full Dam Information

Details

Country: Iran

Owner: Gilan Province Water Authority

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Kharshak

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/24

End of Project: -/26

Specifications

Height: 45 metres

Length: 195 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Asuwagawa

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Arch-Gravity

Purpose(s): Flood Control

River: Heko

Reservoir capacity: 29 m³x10⁶

Construction Dates

Start of Project: 07/06

Start of RCC: 07/06

End of RCC: -/24

End of Project: -/26

Specifications

Height: 96 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Uchigatani

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Kibishima

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/24

End of Project: -/26

Specifications

Height: 84 metres

Length: 270 metres

Volume of RCC: -

Total volume: 328 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Toga

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Gravity

Purpose(s): Flood Control / Irrigation / Navigation

River: Toga

Reservoir capacity: 31 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/24

End of Project: -/25

Specifications

Height: 112 metres

Length: 232 metres

Volume of RCC: -

Total volume: 570 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork
0.60	Traditional concrete against formwork

Downstream

Slope	Type
0.69	Traditional concrete against formwork

Spillway

Slope	Type
0.69	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Huokou

Full Dam Information

Details

Country: China

Owner: Department of Water Conservancy, Fujian Province

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Aojiang

Reservoir capacity: 297 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/24

End of Project: -/25

Specifications

Height: 91 metres

Length: 338 metres

Volume of RCC: 300 m³x10³

Total volume: 663 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10

Downstream

Slope	Type
0.76

Spillway

Slope	Type
0.76

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Tianjiaotan

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Beimen

Reservoir capacity: 191 m³x10⁶

Construction Dates

Start of Project: 04/20

Start of RCC: 04/20

End of RCC: -/24

End of Project: 08/25

Specifications

Height: 52 metres

Length: 295 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Quanzhou Bailai

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: -

Reservoir capacity: 544 m³x10⁶

Construction Dates

Start of Project: 06/20

Start of RCC: 06/20

End of RCC: -/24

End of Project: 12/25

Specifications

Height: 106 metres

Length: 596 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Song Giang 1

Full Dam Information

Details

Country: Vietnam

Owner: Nexif Energy & Song Giang Hydropower Joint Stock Company

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Song Cái Nha Trong

Reservoir capacity: -

Construction Dates

Start of Project: -/19

Start of RCC: -/19

End of RCC: -/24

End of Project: -/25

Specifications

Height: 26 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tekke Kavakli

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Çat

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/19

Start of RCC: -/19

End of RCC: -/24

End of Project: -/25

Specifications

Height: 42 metres

Length: 325 metres

Volume of RCC: 225 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Lengshuihe

Full Dam Information

Details

Country: China

Owner: -

Type: Hardfill

Purpose(s): unknown

River: -

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: -/20

Start of RCC: -/20

End of RCC: -/24

End of Project: -/25

Specifications

Height: 40 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Mikasabonbetsu

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Hardfill

Purpose(s): Flood Control

River: Honbetsu

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: -/85

Start of RCC: -/85

End of RCC: -/24

End of Project: -/26

Specifications

Height: 53 metres

Length: 160 metres

Volume of RCC: -

Total volume: 180 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.80	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ula Çıtlık

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Büyükdere

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/24

End of Project: -/26

Specifications

Height: 29 metres

Length: 125 metres

Volume of RCC: 30 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

La Libertad

Full Dam Information

Details

Country: Mexico

Owner: Organismo Servicios de Agua y Drenaje de Monterrey, IPD (SADM)

Type: Gravity

Purpose(s): Water Supply

River: Potosi

Reservoir capacity: 221 m³x10⁶

Construction Dates

Start of Project: -/20

Start of RCC: -/20

End of RCC: -/24

End of Project: -/24

Specifications

Height: 47 metres

Length: 1915 metres

Volume of RCC: 1118 m³x10³

Total volume: 1162 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Mashkid 2

Full Dam Information

Details

Country: Iran

Owner: Sistan and Balouchestan Water Authority

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Simish & Mashkid

Reservoir capacity: 115 m³x10⁶

Construction Dates

Start of Project: 10/17

Start of RCC: 10/17

End of RCC: -/24

End of Project: -/25

Specifications

Height: 36 metres

Length: 1450 metres

Volume of RCC: 650 m³x10³

Total volume: 850 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Uçarsu

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Water Supply

River: Uçarsu

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/24

End of Project: -/25

Specifications

Height: 30 metres

Length: 199 metres

Volume of RCC: 50 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Arraias

Full Dam Information

Details

Country: Brazil

Owner: CELG/Electronorte

Type: Gravity

Purpose(s): Hydropower

River: Arraias

Reservoir capacity: -

Construction Dates

Start of Project: -/21

Start of RCC: -/21

End of RCC: -/24

End of Project: -/25

Specifications

Height: 29 metres

Length: 560 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Dongyang

Full Dam Information

Details

Country: China

Owner: -

Type: Hardfill

Purpose(s): unknown

River: Dongyanggou

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 05/22

Start of RCC: 05/22

End of RCC: -/24

End of Project: -/25

Specifications

Height: 67 metres

Length: 136 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Upper Wawa

Full Dam Information

Details

Country: Philippines

Owner: Wawa JV Co. Inc. (Prime Infrastructure Capital Inc and San Lorenzo Ruiz Builders and Developers Group)

Type: Hardfill

Purpose(s): Water Supply

River: Marikina

Reservoir capacity: 120 m³x10⁶

Construction Dates

Start of Project: 06/21

Start of RCC: 06/21

End of RCC: -/24

End of Project: -/25

Specifications

Height: 87 metres

Length: 439 metres

Volume of RCC: 1035 m³x10³

Total volume: 1043 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.60	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	3600

Cementitious material

Cement (kg/m³)
80
70

Pozzolan (kg/m³)	Pozzolan Type
120	Low-lime flyash (ASTM Class F)
110

Batang Toru

Full Dam Information

Details

Country: Indonesia

Owner: PT. North Sumatra Hydro Energy

Type: Gravity

Purpose(s): Hydropower

River: Batang Toru

Reservoir capacity: 18 m³x10⁶

Construction Dates

Start of Project: 10/21

Start of RCC: 10/21

End of RCC: 03/25

End of Project: -/26

Specifications

Height: 79 metres

Length: 137 metres

Volume of RCC: -

Total volume: 500 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	2000

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Al Khawd

Full Dam Information

Details

Country: Oman

Owner: Ministry of Regional Municipalities and Water Resources

Type: Gravity

Purpose(s): Flood Control

River: Wadi Al Khawd

Reservoir capacity: 78 m³x10⁶

Construction Dates

Start of Project: 09/22

Start of RCC: 09/22

End of RCC: 04/25

End of Project: 11/25

Specifications

Height: 62 metres

Length: 570 metres

Volume of RCC: 654 m³x10³

Total volume: 715 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Daxingzhai

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Tong

Reservoir capacity: 113 m³x10⁶

Construction Dates

Start of Project: 06/22

Start of RCC: 06/22

End of RCC: 06/25

End of Project: -/26

Specifications

Height: 69 metres

Length: 288 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Bouhdid

Full Dam Information

Details

Country: Algeria

Owner: Direction de l’Hydralique de la Wilaya de Annaba

Type: Gravity

Purpose(s): Flood Control

River: Oued Bouhdid

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: 07/25

End of Project: -/25

Specifications

Height: 30 metres

Length: 260 metres

Volume of RCC: -

Total volume: 60 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10

Downstream

Slope	Type
0.90	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Agios Georgios

Full Dam Information

Details

Country: Greece

Owner: Terna Energiaki

Type: Hardfill

Purpose(s): Hydropower

River: Kapnitsorrema

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: 06/23

Start of RCC: 06/23

End of RCC: 10/25

End of Project: 12/25

Specifications

Height: 59 metres

Length: 475 metres

Volume of RCC: 765 m³x10³

Total volume: 795 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Gross Dam Raise

Full Dam Information

Details

Country: USA

Owner: Denver Water

Type: Arch-Gravity

Purpose(s): Water Supply

River: South Boulder Creek

Reservoir capacity: 147 m³x10⁶

Construction Dates

Start of Project: 04/22

Start of RCC: 04/22

End of RCC: 11/25

End of Project: 12/26

Specifications

Height: 144 metres

Length: 610 metres

Volume of RCC: 568 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Gatos

Full Dam Information

Details

Country: Brazil

Owner: SRHS (Secretaria de Recursos Hídricos e de Saneamento)

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Sem Nome

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/25

End of Project: -/26

Specifications

Height: 38 metres

Length: 325 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Katende

Full Dam Information

Details

Country: DR Congo

Owner: SNEL (Société Nationale d'Électricité)

Type: Gravity

Purpose(s): Hydropower

River: Lulua

Reservoir capacity: -

Construction Dates

Start of Project: 08/11

Start of RCC: 08/11

End of RCC: -/25

End of Project: -/27

Specifications

Height: 16 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tersun

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Tersun

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/25

End of Project: -/26

Specifications

Height: 51 metres

Length: 236 metres

Volume of RCC: 205 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.05	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

El-Janneh

Full Dam Information

Details

Country: Lebanon

Owner: EBML

Type: Arch-Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Ibrahim (Abraham)

Reservoir capacity: 38 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/25

End of Project: -/26

Specifications

Height: 162 metres

Length: 350 metres

Volume of RCC: 1450 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Zimari

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Water Supply

River: Zimari

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/25

End of Project: -/26

Specifications

Height: 37 metres

Length: 126 metres

Volume of RCC: -

Total volume: 80 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Üzengili

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Büyük Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/25

End of Project: -/26

Specifications

Height: 50 metres

Length: 157 metres

Volume of RCC: 94 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Fengshan

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 104 m³x10⁶

Construction Dates

Start of Project: -/20

Start of RCC: -/20

End of RCC: -/25

End of Project: -/25

Specifications

Height: 90 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sariçay

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Water Supply

River: Sariçay

Reservoir capacity: 67 m³x10⁶

Construction Dates

Start of Project: 08/19

Start of RCC: 08/19

End of RCC: -/25

End of Project: 07/26

Specifications

Height: 125 metres

Length: 441 metres

Volume of RCC: 1163 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tang e Mashooreh

Full Dam Information

Details

Country: Iran

Owner: Lorestan Water Authority

Type: Thin Arch

Purpose(s): Flood Control / Irrigation / Water Supply

River: Karkheh

Reservoir capacity: 55 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/25

End of Project: -/26

Specifications

Height: 73 metres

Length: 220 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Nwamitwa

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Gravity

Purpose(s): Water Supply

River: Groot Letaba

Reservoir capacity: -

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/25

End of Project: -/26

Specifications

Height: 44 metres

Length: 350 metres

Volume of RCC: 170 m³x10³

Total volume: 226 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Niulu

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Niulushi

Reservoir capacity: 66 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/25

End of Project: -/26

Specifications

Height: 80 metres

Length: 391 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Gujun

Full Dam Information

Details

Country: China

Owner: Dazhou Major water works construction and management center

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Zhonhe

Reservoir capacity: 128 m³x10⁶

Construction Dates

Start of Project: 12/20

Start of RCC: 12/20

End of RCC: -/25

End of Project: -/26

Specifications

Height: 77 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Leon Hurse

Full Dam Information

Details

Country: USA

Owner: Upper Trinity Regional Water District

Type: Gravity

Purpose(s): Water Supply

River: Sulphur

Reservoir capacity: -

Construction Dates

Start of Project: 00/00

Start of RCC: 00/00

End of RCC: 00/00

End of Project: 00/00

Specifications

Height: 32 metres

Length: 215 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Xiyin

Full Dam Information

Details

Country: China

Owner: -

Type: Hardfill

Purpose(s): unknown

River: Qiuluxi

Reservoir capacity: 28 m³x10⁶

Construction Dates

Start of Project: 10/21

Start of RCC: 10/21

End of RCC: -/25

End of Project: -/26

Specifications

Height: 52 metres

Length: 395 metres

Volume of RCC: 329 m³x10³

Total volume: 386 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Shiziya

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): unknown

River: -

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: -/22

Start of RCC: -/22

End of RCC: -/25

End of Project: -/26

Specifications

Height: 64 metres

Length: 274 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Mohammed V Dam Raise

Full Dam Information

Details

Country: Morocco

Owner: Ministère de l'Equipement, des Transports, de la Logistique et de l'Eau

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Moulouya

Reservoir capacity: 980 m³x10⁶

Construction Dates

Start of Project: -/22

Start of RCC: -/22

End of RCC: -/25

End of Project: -/26

Specifications

Height: 73 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Beni Azimane

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

Purpose(s): Flood Control / Irrigation / Water Supply

River: Kert

Reservoir capacity: 44 m³x10⁶

Construction Dates

Start of Project: 01/22

Start of RCC: 01/22

End of RCC: 01/26

End of Project: 10/26

Specifications

Height: 70 metres

Length: 684 metres

Volume of RCC: 800 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.50	Traditional concrete against formwork [stepped face]

Downstream

Slope	Type
0.90	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.90	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
0

Assif Ouender

Full Dam Information

Details

Country: Morocco

Owner: AREP (Regional Project Execution Agency)

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Assif Ouender

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: 11/23

Start of RCC: 11/23

End of RCC: 03/26

End of Project: 06/26

Specifications

Height: 45 metres

Length: 300 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.90

Spillway

Slope	Type
0.90

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Mwache

Full Dam Information

Details

Country: Kenya

Owner: Ministry of Water and Sanitation

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Mwache

Reservoir capacity: 136 m³x10⁶

Construction Dates

Start of Project: 04/22

Start of RCC: 04/22

End of RCC: 06/26

End of Project: -/26

Specifications

Height: 84 metres

Length: 526 metres

Volume of RCC: 610 m³x10³

Total volume: 620 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type
	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

Pozzolan (kg/m³)	Pozzolan Type
150

Panelas II

Full Dam Information

Details

Country: Brazil

Owner: SRHS (Secretaria de Recursos Hídricos e de Saneamento)

Type: Gravity

Purpose(s): Water Supply

River: Una

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: 06/26

End of Project: -/27

Specifications

Height: 55 metres

Length: 311 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Shafaroud

Full Dam Information

Details

Country: Iran

Owner: Iran Water & Power Development Company (IWPCo)

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Shafaroud

Reservoir capacity: 52 m³x10⁶

Construction Dates

Start of Project: 03/12

Start of RCC: 03/12

End of RCC: 07/24

End of Project: 11/25

Specifications

Height: 101 metres

Length: 300 metres

Volume of RCC: 725 m³x10³

Total volume: 740 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	RCC against formwork (GEVR/GE-RCC)
0.50

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Kheng Grou

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Kheng Grou

Reservoir capacity: 1070 m³x10⁶

Construction Dates

Start of Project: 04/22

Start of RCC: 04/22

End of RCC: 08/26

End of Project: -/26

Specifications

Height: 79 metres

Length: 196 metres

Volume of RCC: 550 m³x10³

Total volume: 55 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
1.00	Traditional concrete against precast concrete panels

Spillway

Slope	Type
1.00	Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Bahoosh

Full Dam Information

Details

Country: Iran

Owner: Bushehr Water Company

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Bahoosh

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/26

End of Project: -/28

Specifications

Height: 37 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Gwayi-Shangani

Full Dam Information

Details

Country: Zimbabwe

Owner: Zimbabwe National Water Authority (Zinwa)

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Gwayi

Reservoir capacity: 634 m³x10⁶

Construction Dates

Start of Project: 09/04

Start of RCC: 09/04

End of RCC: -/26

End of Project: -/27

Specifications

Height: 72 metres

Length: 305 metres

Volume of RCC: -

Total volume: 300 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
140	Low-lime flyash (ASTM Class F)

Yunxiao PSP - Upper dam

Full Dam Information

Details

Country: China

Owner: China Nuclear (Guodian Zhangzhou) Energy

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 21 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/26

End of Project: -/27

Specifications

Height: 68 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ghiz Ghalek (formerly Dashte Palang)

Full Dam Information

Details

Country: Iran

Owner: Boushehr Regional Water Company

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Dashte Palang

Reservoir capacity: 151 m³x10⁶

Construction Dates

Start of Project: 07/13

Start of RCC: 07/13

End of RCC: -/26

End of Project: -/28

Specifications

Height: 63 metres

Length: 800 metres

Volume of RCC: 540 m³x10³

Total volume: 690 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Guanyin

Full Dam Information

Details

Country: China

Owner: Guizhou Water Conservancy Investment Group Co, Ltd

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Guanyinsi

Reservoir capacity: 121 m³x10⁶

Construction Dates

Start of Project: 12/21

Start of RCC: 12/21

End of RCC: -/26

End of Project: -/27

Specifications

Height: 109 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

TB

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Lancang (Mekong)

Reservoir capacity: -

Construction Dates

Start of Project: 10/21

Start of RCC: 10/21

End of RCC: -/26

End of Project: -/27

Specifications

Height: 158 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Jiaoyan

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Qingshui

Reservoir capacity: 210 m³x10⁶

Construction Dates

Start of Project: 12/21

Start of RCC: 12/21

End of RCC: -/26

End of Project: -/27

Specifications

Height: 96 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Salipazari

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Degimendere

Reservoir capacity: 16 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/26

End of Project: -/27

Specifications

Height: 89 metres

Length: 396 metres

Volume of RCC: 430 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Piedra Cajón

Full Dam Information

Details

Country: Nicaragua

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Río Mico

Reservoir capacity: -

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/00

End of Project: -/00

Specifications

Height: 49 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.70	Traditional concrete against precast concrete panels
1.00	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]
1.00	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Heibaoshan

Full Dam Information

Details

Country: China

Owner: Construction Headquarters of Heibaoshan Reservoir Project in Wanyuan City

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Dayan

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/22

Start of RCC: -/22

End of RCC: -/26

End of Project: -/27

Specifications

Height: 60 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Taghzirt

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Derna

Reservoir capacity: 85 m³x10⁶

Construction Dates

Start of Project: -/22

Start of RCC: -/22

End of RCC: -/26

End of Project: -/27

Specifications

Height: 95 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Cheekeye Fan Debris Barrier

Full Dam Information

Details

Country: Canada

Owner: Matteus West and Squamish Nation

Type: Gravity

Purpose(s): Flood Control

River: Cheekye

Reservoir capacity: -

Construction Dates

Start of Project: 10/23

Start of RCC: 10/23

End of RCC: -/26

End of Project: 10/26

Specifications

Height: 25 metres

Length: 200 metres

Volume of RCC: 55 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Cheekeye Fan Debris Barrier on Google Earth

Manavgat Yeniköy Yerköprü

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Hamam Suyu

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 09/23

Start of RCC: 09/23

End of RCC: -/26

End of Project: -/26

Specifications

Height: 35 metres

Length: 193 metres

Volume of RCC: -

Total volume: 60 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Lower Chatkal

Full Dam Information

Details

Country: Uzbekistan

Owner: JSC Uzbekgidroenergo

Type: Gravity

Purpose(s): Hydropower

River: Chatkal

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: -/23

Start of RCC: -/23

End of RCC: -/26

End of Project: -/27

Specifications

Height: 60 metres

Length: 270 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Bouljir

Full Dam Information

Details

Country: Morocco

Owner: AREP (Regional Project Execution Agency)

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Boujir

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: 07/24

Start of RCC: 07/24

End of RCC: -/26

End of Project: -/27

Specifications

Height: 25 metres

Length: 416 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.20

Downstream

Slope	Type
0.80

Spillway

Slope	Type
0.80

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Koysha (Gibe IV)

Full Dam Information

Details

Country: Ethiopia

Owner: Ethiopian Electric Power (EEP)

Type: Gravity

Purpose(s): Hydropower

River: Omo

Reservoir capacity: 6900 m³x10⁶

Construction Dates

Start of Project: 09/13

Start of RCC: 09/13

End of RCC: 02/27

End of Project: 05/28

Specifications

Height: 201 metres

Length: 1020 metres

Volume of RCC: 7350 m³x10³

Total volume: 7725 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	RCC against formwork (GEVR/GE-RCC)
0.35

Downstream

Slope	Type
0.70	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	1500

Cementitious material

Cement (kg/m³)
130

Pozzolan (kg/m³)	Pozzolan Type
25	Natural pozzolan (ASTM Class N)

Söylemez

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Aras

Reservoir capacity: 1295 m³x10⁶

Construction Dates

Start of Project: 04/22

Start of RCC: 04/22

End of RCC: 11/27

End of Project: 09/28

Specifications

Height: 113 metres

Length: 270 metres

Volume of RCC: 718 m³x10³

Total volume: 750 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Oued Lakhdar

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Lakhdar

Reservoir capacity: 150 m³x10⁶

Construction Dates

Start of Project: -/23

Start of RCC: -/23

End of RCC: -/27

End of Project: -/27

Specifications

Height: 110 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Enchanted Forest

Full Dam Information

Details

Country: Saudi Arabia

Owner: Saudi Arabia's Public Investment Fund (PIF)

Type: Gravity

Purpose(s): Recreation

River: -

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/23

Start of RCC: -/23

End of RCC: -/27

End of Project: -/28

Specifications

Height: 38 metres

Length: 700 metres

Volume of RCC: -

Total volume: 800 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Trojena

Full Dam Information

Details

Country: Saudi Arabia

Owner: Saudi Arabia's Public Investment Fund (PIF)

Type: Gravity

Purpose(s): Recreation

River: -

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/23

Start of RCC: -/23

End of RCC: -/27

End of Project: -/28

Specifications

Height: 145 metres

Length: 475 metres

Volume of RCC: -

Total volume: 2345 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Cibeet

Full Dam Information

Details

Country: Indonesia

Owner: PUPR (Public Works and Public Housing Ministry)

Type: Hardfill

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Cibeet

Reservoir capacity: 83 m³x10⁶

Construction Dates

Start of Project: 09/23

Start of RCC: 09/23

End of RCC: -/27

End of Project: -/28

Specifications

Height: 47 metres

Length: 960 metres

Volume of RCC: 371 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.90

Downstream

Slope	Type
0.90

Spillway

Slope	Type
0.90

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
106

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Monti Nieddu (formerly Sa Stria)

Full Dam Information

Details

Country: Italy

Owner: Consorzio di Bonifica della Sardegna Meridionale

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Monti Nieddu

Reservoir capacity: 35 m³x10⁶

Construction Dates

Start of Project: 01/98

Start of RCC: 01/98

End of RCC: -/28

End of Project: -/28

Specifications

Height: 88 metres

Length: 360 metres

Volume of RCC: 333 m³x10³

Total volume: 449 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
	Low-lime flyash (ASTM Class F)

Monti Nieddu (formerly Sa Stria) under construction

Upper Yeywa (Kyaukme)

Full Dam Information

Details

Country: Myanmar

Owner: Department of Hydroelectric Power - Ministry of Electric Power

Type: Gravity

Purpose(s): Hydropower

River: Myitnge

Reservoir capacity: 341 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/28

End of Project: -/29

Specifications

Height: 102 metres

Length: 266 metres

Volume of RCC: 532 m³x10³

Total volume: 580 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Upper Yeywa (Kyaukme) under construction

Qingyukou

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Bahe

Reservoir capacity: 141 m³x10⁶

Construction Dates

Start of Project: 04/22

Start of RCC: 04/22

End of RCC: -/28

End of Project: -/29

Specifications

Height: 71 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Caculo-Cabaça

Full Dam Information

Details

Country: Angola

Owner: Ministry of Energy and Water

Type: Gravity

Purpose(s): Hydropower

River: Kwanza

Reservoir capacity: 436 m³x10⁶

Construction Dates

Start of Project: 08/17

Start of RCC: 08/17

End of RCC: -/28

End of Project: 03/29

Specifications

Height: 116 metres

Length: 533 metres

Volume of RCC: 1075 m³x10³

Total volume: 1450 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.85	Reinforced conventional concrete cast after RCC placement [stepped face]

Spillway

Slope	Type
0.85

Placement

Layers (mm)	Lifts (mm)
300	2400

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
0

Shin Maruyama

Full Dam Information

Details

Country: Japan

Owner: Kansai Electric Power

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Kiso

Reservoir capacity: 131 m³x10⁶

Construction Dates

Start of Project: -/22

Start of RCC: -/22

End of RCC: -/28

End of Project: -/30

Specifications

Height: 118 metres

Length: 341 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Kala

Full Dam Information

Details

Country: China

Owner: Yalong River Hydropower Development Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Yalong

Reservoir capacity: 234 m³x10⁶

Construction Dates

Start of Project: 01/24

Start of RCC: 01/24

End of RCC: -/28

End of Project: -/29

Specifications

Height: 128 metres

Length: -

Volume of RCC: -

Total volume: 2560 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Taraz

Full Dam Information

Details

Country: Iran

Owner: Khuzestan Province Power & Water Authority

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Harkesh

Reservoir capacity: 38 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/29

End of Project: -/31

Specifications

Height: 57 metres

Length: 350 metres

Volume of RCC: -

Total volume: 240 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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