Dam Search Results

There are 382 dams matching your search
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Purposes: Water Supply

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)
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)
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)
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)
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)
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)
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)
Yuxi [A]	China		W	Yuxi	1	- /85	- /87	- /88	- /89	38	102													(F)
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)
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)
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)
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)
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)
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)
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)
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)
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	(-)
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)
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)
Machado	Brazil	COMPESA (Companhia Pernambucana de Saneamento)	H W	Riacho do Chorão	15	- /89	- /90	- /91	- /92	42	360
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)
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)
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	(-)
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)
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)
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)
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)
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)
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)
Pelo Sinal	Brazil	SUPLAN/RN	W	Taperobá	76	12/91	- /92	- /93	- /94	34	296	69	89		(1)					300	300	64	16	(-)
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)
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	(-)
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)
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)
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)
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)
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)
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)
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)
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)
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)
Santa Clara-GO	Brazil	Saneamento de Goiás S/A	W		129	- /86	- /95	- /97	- /97	47			129
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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	(-)
Tiúma	Brazil	COMPESA (Companhia Pernambucana de Saneamento)	W	Tiúma	6	- /99	- /00	01/01	05/01	16	132
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)
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)
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	(-)
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
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	(-)
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)
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)
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)
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)
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)
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)
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
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	(-)
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	(-)
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)
Shanggou [A]	China	Xifeng County Water Conservancy Bureau	W	Yangshui	1	- /01	- /02	- /03	- /04	39	176
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)
Pau Ferro	Brazil	COMPESA (Companhia Pernambucana de Saneamento)	W	-	12	- /00	- /02	- /04	- /05	33	210
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)
Quixeramobim	Brazil	DNOCS (Departamento Nacional de Obras Contra as Secas)	W	Banabuiú	54	- /01	- /03	- /04	- /05	19	290
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
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)
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)
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)
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)
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)
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)
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)
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)
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	(-)
Flor do Sertão	Brazil	Maue Geradora	W			05/05	- /05	- /06	10/06	19	245
El Sauz	Mexico	CNA (Comisión Nacional del Agua)	W			- /04	- /05	- /06	- /07	30
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)
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	(-)
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)
Duas Serras	Brazil	COMPESA (Companhia Pernambucana de Saneamento)	W	Duas Serras	2	- /05	- /06	- /07	- /08	19	113	6								300	300
Shihu	China	Zhouluo County Government	F I W	Lituohe	58	- /05	- /06	- /07	- /08	56	193	162	354
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)
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)
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	(-)
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)
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)
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)
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)
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	(-)
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)
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)
Baishiya	China	Quifeng Water Supply Co. of Fangchenggang City	H I W	Xijiang	26	- /04	- /07	- /09	- /12	74	190	230	240			0.75
Xiaotianlong	China	Hongguo Water Resources Development Co.	W	Tuochang	1	- /07	- /08	- /09	- /09	58	168		125
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
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)
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	(-)
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)
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)
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)
Gasparino	Brazil	CERB (Companhia de Engenharia Ambiental e Recursos Hídricos da Bahia)	W	Vaza-Barris	49	- /07	- /08	- /10	10/10	23	927		130
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	(-)
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
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)
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	(-)
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)
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)
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	(-)
Madushan	China	Honghe Guangyuan Hydropwer and Madushan Development Co. Ltd.	H N W	Honghe	552	- /08	- /09	- /11	- /12	108	353		987
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	(-)
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)
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)
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)
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)
Marrecas	Brazil	SAMAE (Serviço Autônomo Municipal de Água e Esgoto)	W	Marrecas	33	03/10	- /11	- /12	12/12	35	430
Mamoeiro	Brazil	Companhia de Gestão dos Recursos Hídricos	I W	-	21	- /10	- /11	- /12	- /13	28	310
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)
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)
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)
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	(-)
Lizhou [A]	China	China Huadian Corporation	H W	Muli	190	- /09	- /11	- /13	- /14	132	211
Barra do Rio Chapéu	Brazil	Eletrosul Centrais Elétricas S/A	H W	Braço do Norte	2	- /12	- /12	- /13	- /13	25	117
Hongling	China	Guodian Haikong Hongling water construction Co. Ltd.	H I W	Dabian	662	- /11	- /12	- /13	- /14	92
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)
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)
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)
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)
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)
Eduardo Campos (formerly Serro Azul)	Brazil		W	Una	303	- /12	- /13	- /14	- /15	66	1015
Kahe	China		W		20	- /12	- /13	- /14	- /15	72
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)
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)
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)
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)*
Nam Khan 3	Laos	EDL (Electricite du Laos)	F H W	Nam Khan	249	12/12	- /14	- /15	06/16	67	154	125	145
Shuishimen [A]	China	Yunxi Shuishimen Reservoir Bureau	F H W	Tianhe	37	- /13	- /14	- /15	- /16	86			150
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	(-)
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
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	(-)
Cacimba Nova	Brazil	Projeto Transposição das Águas do Rio São Francisco	I W		3	- /13	- /14	- /16	- /16	18	196	52
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)
Güdül Kırkkavak	Turkey	DSI - State Hydraulic Works	I W	Ormanlik	1	- /14	- /15	- /16	10/17	49	265	114
Siriji (also know as Murupé)	Brazil	COMPESA (Companhia Pernambucana de Saneamento )	I W	Siriji	17	- /13	- /15	- /16	- /17	20	100
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
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)
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	(-)
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	(-)
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)
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
Üniversite	Turkey	DSI - State Hydraulic Works	W	Çırçıp	1	- /15	- /16	- /17	- /17	36	110	20
Ximihe	China		H I W	Ximihe	17	- /14	- /16	- /17	- /18	88	147
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)
Shangcun	China		W	Shangcunxi	123	- /11	- /14	- /18	- /19	89	338
Mangshan	China		F H I W	Changlehe	133	- /15	- /16	- /18	- /19	101	355
Datengxia	China	Guangxi Datengxia Gorge Water Conservancy Development Co. .Ltd.	F H N W	Xijiang	3479	- /14	- /16	- /18	07/20	80			7100
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
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
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)
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)
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)
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
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
Germinal	Brazil	Companhia de Gestão dos Recursos Hídricos	W	Germinal	2	- /16	- /18	- /19	08/20	28	210
Negreiros	Brazil	Ministério da Integração Nacional	W	dos Negreiros	24	- /17	- /18	- /19	- /20	37	246	56
Yunzhen	China		F I W		96	- /16	- /19	03/20	01/21	76	173
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	(-)
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
Tan My	Vietnam	Ministry of Agriculture and Rural Development	H I W	Cai	219	- /16	- /18	- /20	- /21	67	603	510	640
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)
Vizcachas	Peru	Anglo American (Quellaveco copper mine)	W			- /19	- /20	- /20	- /21	40				V 0.10	(2)	0.80	(1)	0.80	(12)
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)
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)
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
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)
San Julian	Mexico	Peñoles	W	Fuerte		- /16	- /19	- /21	- /22	44	240									300	300
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)*
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)
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)
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	(-)
Baghan	Iran	Boushehr Water Authority	F I W	Baghan	32	- /14	- /18	- /22	- /25	58	311		220
Yuwanghe	China	Guizhou Shuicheng Water-investment Co. Ltd.	I W	Yuwanghe	11	09/16	- /19	- /22	11/23	50	157	106
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
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)
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)
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
Bahçecik	Turkey		W		3	- /16	- /19	- /23	- /24	69		204
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)
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
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
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
Tekke Kavakli	Turkey	DSI - State Hydraulic Works	I W	Çat	2	- /19	- /22	- /24	- /25	42	325	225
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
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)
Daxingzhai	China		I W	Tong	113	06/22	02/24	06/25	- /26	69	288
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
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
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
Leon Hurse	USA	Upper Trinity Regional Water District	W	Sulphur		00/00	00/00	00/00	00/00	32	215
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
Gwayi-Shangani	Zimbabwe	Zimbabwe National Water Authority (Zinwa)	H I W	Gwayi	634	09/04	- /22	- /26	- /27	72	305		300									60	140	(F)
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
Salipazari	Turkey	DSI - State Hydraulic Works	I W	Degimendere	16	- /17	- /24	- /26	- /27	89	396	430
Heibaoshan [H-F]	China	Construction Headquarters of Heibaoshan Reservoir Project in Wanyuan City	I W	Dayan	2	- /22	- /24	- /26	- /27	60
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
Oued Lakhdar	Morocco	Direction des Aménagements Hydrauliques	F H I W	Lakhdar	150	- /23	- /25	- /27	- /27	110
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)
Qingyukou	China		F H W	Bahe	141	04/22	- /24	- /28	- /29	71
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.

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)

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

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

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)

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)

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

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)

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

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)

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)

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)

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

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)

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)

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)

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

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)

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

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

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)

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)

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

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)

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

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)

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)

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

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

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

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

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

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

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)

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)

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)

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

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

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)

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)

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

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

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

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)

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

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

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)

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)

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)

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)

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)

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)

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)

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)

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

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

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

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)

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

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

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

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)

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)

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)

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)

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)

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

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

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

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

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)

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

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)

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

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)

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

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

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)

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)

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

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

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)

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)

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

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)

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

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 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

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

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

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)

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

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

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

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)

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

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)

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

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

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)

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

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)

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)

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

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

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

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)

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

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

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

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)

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

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

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

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)

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

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)

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)

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

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

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

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)

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)

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)

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

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

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

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)

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)

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)

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

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

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

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

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)

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)

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)

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)

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)

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

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)

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)

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)

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

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

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

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

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

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

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

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)

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

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

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

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)

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

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

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)

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

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

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

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)

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

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

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

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

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

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

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)

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)

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

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

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

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

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

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

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

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

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)

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

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)

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)

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

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)

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

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

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

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)

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

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

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

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

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)

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)

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

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

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)

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

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

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

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

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

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

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

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

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

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

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

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

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)

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

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

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

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

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

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

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

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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