Dam Search Results

There are 88 dams matching your search
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Reservoir Capacity: 1 m³x10⁶

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)
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	(-)
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)
La Manzanilla	Mexico	CNA (Comisión Nacional del Agua)	F	Ibarrilla	1	11/86	01/87	05/87	07/87	36	150	20	30	V 0.15	(5) (5)	V 0.80	(5) (17)	0.80	(12)	300	300	135	135	(F)
Lower Chase Creek	USA	Phelps Dodge Morenci Inc & Sumitomo Metal Mining	F	Lower Chase Creek	1	03/87	05/87	06/87	07/87	27	122	14	22	V	(1)	0.70	(1)*	0.70	(1)*	300	300	64	40	(F)
Ain al Koreima	Morocco	Direction des Aménagements Hydrauliques	I	Akrech	1	06/87	09/87	02/88	03/88	26	124	17	20	0.20	(5)*	0.20 0.75	(5) (17)	0.60	(1)*	350	350	70 140	30 60	(S)
Yuxi [A]	China		W	Yuxi	1	- /85	- /87	- /88	- /89	38	102													(F)
Wright’s Retarding Basin	Australia	Australian Capital Territory Government	F	Point Hut Creek	1	01/89	06/89	08/89	10/89	18	86	9	9	V	(7)	1.00	(16)	1.00	(13)	300	300	145	73	(F)
Riou	France	Electricité de France	H I R	Riou	1	01/90	06/90	07/90	03/91	26	308	41	46	V	(2)	0.60	(14)*	0.60	(14)*	300	300		120	(R)
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)
Belén-Cagüela	Spain	Junta de Andalucia	F	Belén	1	03/91	06/91	10/91	10/91	31	160	24	29	0.05	(3)	0.75	(3)*	0.75	(3)*	300	300	73	109	(F)
Choldocogagna (or Xoldokogaina)	France	CAPB (Communauté d'Agglomération Pays Basque)	W	Lessarte	1	04/91	07/91	10/91	12/91	32	132	19	23	0.10	(1)	0.75	(16)	0.75	(1)*	300	300		110	(R)
Belén-Gato	Spain	Junta de Andalucia	F	Belén	1	07/91	09/91	11/91	11/91	34	158	36	41	0.05	(3)	0.75	(3)*	0.75	(3)*	300	300	73	109	(F)
Caballar I	Spain	Junta de Andalucia	F	Belén	1	09/91	09/91	12/91	12/91	16	98	6	7	0.05	(3)	0.75	(3)*	0.75	(3)*	300	300	73	109	(F)
Amatisteros III	Spain	Junta de Andalucia	F	Belén	1	- /91	09/91	12/91	- /92	15	75	4	5	V	(3)	0.75	(3)*	0.75	(3)	300	300	73	109	(F)
Belén-Flores	Spain	Junta de Andalucia	F	Belén	1	09/91	11/91	01/92	01/92	28	87	10	12	0.05	(3)	0.75	(3)*	0.75	(3)*	300	300	73	109	(F)
Paxton	South Africa	Private farmer	I	Tsorwo	1	- /90	01/91	12/92	- /92	17	70	3	3	V	(3)	V 0.50	(3)	0.50	(3)	150	150	70	100	(F)
Lower Molonglo Bypass Storage	Australia	Icon Water (formerly ACT Electricity and Water)	P	Unnamed creek	1	02/94	06/94	08/94	11/94	32	120	22	27	V	(1)	0.80	(1)*	0.80	(1)*	300	300	96	64	(F)
Catou	China	Dongyuan County	H	Yinjiang	1	- /92	- /93	- /94	- /94	35	115		223	0.90		0.90		0.90
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)
Kengxiashan [A]	China	Wencheng County Kengxiashan Hydropower Development Co. Ltd.	H	Yuquanxi	1	- /96	- /97	- /98	- /98	34	80
Nagashima sediment dam [H-F]	Japan	Ministry of Construction		Ohi	1	03/97	04/99	12/99	08/00	33	127	23	55	1.20	(12)	1.20	(12)			250	500 1000	40	50	(S)
Bullard Creek	USA	Natural Resources Conservation Service	F	Bullard Creek	1	10/98	08/99	- /99	- /99	16	110	7	7	V	(3)	V 0.75	(3)*	0.75	(3)*	300	300	148	44	(F)
Trout Creek	USA	Paul Moltz	I R	Trout Creek	1	08/99	04/00	05/00	07/00	31	38	9	10	V	(1)	0.80	(1)*	0.80	(1)*	300	300	163	0	(-)
Pickle Jar	USA	Paradise Valley Estates	W		1	10/99	03/00	05/00	08/00	16	57	331	331	V	(1)	0.80	(1)*	0.80	(1)*	300	300	90	0	(-)
Safad	UAE	Ministry of Agriculture and Fisheries	G I		1	- /00	05/01	06/01	- /01	19	100	9	10	V	(1)	0.80	(1)*	0.80	(12)	300	300	90	0	(-)
Showkah	UAE	Ministry of Agriculture and Fisheries	G I		1	- /00	08/01	10/01	- /01	24	105	18	20	0.10	(11)	0.80	(1)*	0.80	(12)	300	300	90	0	(-)
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)
Nankengyuan [A]	China	Jiangning Nankengyuan Hydropower Development Co. Ltd.	H	Xiaoxihe	1	- /98	- /00	- /02	- /03	34	114
Pedrinho 1	Brazil	Energetica Rio Pedrinho Ltda..	H	Pedrinho	1	- /99	- /01	- /02	- /03	16	110
Huilong PSS - Upper dam	China	Henan Electric Power Corporation	H	Huilonggou	1	06/01	11/02	11/03	- /05	54	208	73	76	V	(3')	0.75	(3')	none		300	300			(F)
Shanggou [A]	China	Xifeng County Water Conservancy Bureau	W	Yangshui	1	- /01	- /02	- /03	- /04	39	176
Rio Rejo [H-F]	Peru	Yanacocha Mine	E	Rejo	1	- /02	- /03	- /03	- /04	35	125	30	33	0.70	(1)*	0.70	(1)*	0.70	(12)	300	300	100	0	(-)
Rio Grande [H-F]	Peru	Yanacocha Mine	E	Rio Grande	1	- /03	- /04	- /04	- /05	45	98	72	77	0.70	(1)	0.70	(1)	0.70	(1)*	300	300	120	0	(-)
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)
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
Esmeralda	Brazil	Esmeralda S.A.	H	Bernardo José	1	- /05	- /05	- /06	- /06	19	212	15	27									64	16	(N)
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)
North Para	Australia	Gawler River Flood Plain Management Authority	F	North Para	1	11/06	06/07	09/07	- /07	33	206	50	50	V	(3')		(3')*		(3')*	300	300	60	160	(F)
Tiecheng	China	Gansu Keyuan Electric Power Group Co. Ltd.	H	Datong	1	- /05	- /06	- /07	- /08	44	143
El Handak	Morocco	Direction des Arrenagements Hydrauliques	I	El Handak	1	- /05	- /06	- /08	- /09	27
Sidi el Mahjoub	Morocco	Direction des Aménagements Hydrauliques		Ifrane	1	- /06	- /07	- /08	- /09	22		15	18	V	(5)	1.00	(1)*	1.00	(1)*
Xiaotianlong	China	Hongguo Water Resources Development Co.	W	Tuochang	1	- /07	- /08	- /09	- /09	58	168		125
Barra dos Coqueiros	Brazil	Gerdau Aços Longos	H W	Claro	1	08/07	- /08	- /09	07/10	60	1670	172	282
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	(-)
Çamlica III [H-F]	Turkey	Akfen Energy	F H	Zamanti	1	04/08	04/10	12/10	04/11	52	186	160	182	0.70	(7)	0.70	(1)*	0.70	(12)	300	300	88	37	(F)
Wyaralong	Australia	Queensland Water Infrastructure Pty. Ltd.	W	Teviot Brook	1	09/09	04/10	12/10	06/11	48	464	173			(1)		(1)*		(1)	300	300	85	85	(F)
Ibirama	Brazil	Ibirama Energética SA	H		1	- /09	- /09	- /10	- /10	15	145
Ninho da Águia	Brazil	CPFL Renovaveis	H	Santo Antônio	1	- /09	- /09	- /10	- /10	15	94		14	V		0.75		0.75
Thornton Gap (Tollway)	USA	MWRDGC (Metropolitan Water Reclamation District of Greater Chicago)	F	-	1	02/10	06/11	09/11	11/11	35	69	25	25	V	(3')		(3')*			300	300	48	79	(F)
Moínho	Brazil	Statkraft (Moinho S.A.)	H	Bernado José	1	- /09	- /10	- /11	- /11	22	126	9	25									68	17	(N)
Rizzanese	France	Electricité de France	H I	Rizzanese	1	- /09	04/11	02/12	- /12	41	140	64	72	V 1.00	(6) (10)	V 0.80		0.80		300	300	80	0	(-)
Tamellast	Morocco	Direction des Aménagements Hydrauliques			1	- /11	- /12	- /13	- /14	19		27		V	(5)	1.00	(1)*	1.00	(1)*
Wadi Umti [H-F]	Oman	Ministry of Rural Municipalities and Water Resources	F	Wadi Umti	1	04/13	11/13	07/14	07/14	16	145	34	58	0.70	(12)	0.70	(12)	0.70	(12)	300	300	60	0	(-)
Bonyic	Panama	Hidroécología Teribe (HET) S.A.	H	Bonyic	1	- /11	- /13	08/14	- /15	37	165		88
Tongzilin	China	Yalongjiang Valley Hydropower Development	H	Yalong	1	- /08	- /10	- /14	- /16	71
Mamak	Turkey	DSI - State Hydraulic Works	F	Bağ	1	- /13	- /13	- /14	- /14	31	118	30
Teles Pires	Brazil	ANEEL (Agência Nacional de Energia Elétrica)	H	Teles Pires	1	07/11	- /13	- /15	09/16	67	360	500	1020
Sariveliler Göktepe	Turkey	DSI - State Hydraulic Works	I	Gelenalan	1	- /13	- /14	- /15	- /15	39	330	69										60	0	(-)
Bergama Çamavlu	Turkey	DSI - State Hydraulic Works	I	Hasanderesi	1	- /14	- /14	- /15	- /15	40	241	69		0.10	(1)	0.80	(1)			300	300	85	35	(F)
Karamürsel Tepeköy [H-F]	Turkey	DSI - State Hydraulic Works	I	Uzundere	1	- /14	- /15	- /16	- /16	19	170	240		0.10	(1)	0.70	(1)			300	300	80	48	(F)
Güdül Kırkkavak	Turkey	DSI - State Hydraulic Works	I W	Ormanlik	1	- /14	- /15	- /16	10/17	49	265	114
Nazilli İsabeyli	Turkey	DSI - State Hydraulic Works	I	İsabeyli Deresi	1	- /14	- /15	- /16	- /17	42	148	70
Oltu Sivridere	Turkey	DSI - State Hydraulic Works	I	Limontozu	1	- /14	- /15	- /16	- /17	46	63	269
Dyraaba (part of Uma Oya Project)	Sri Lanka	Ministry of Irrigation and Water Resources Management	H I	Mathatilla Oya	1	- /11	- /13	- /17	- /18	50	165	40	50	V	(1)		(1)*		(12)	300	300	95	95	(F)
Ouagjdit	Morocco	Direction des Aménagements Hydrauliques	I W	Asif N Talaght	1	- /13	- /15	- /17	- /18	44
Üniversite	Turkey	DSI - State Hydraulic Works	W	Çırçıp	1	- /15	- /16	- /17	- /17	36	110	20
Puhulpola (part of Uma Oya Project)	Sri Lanka	Ministry of Irrigation and Water Resources Management	H I	Dulgolla Oya	1	- /11	- /13	- /18	- /19	35	174	30	40	V	(1)		(1)*		(12)	300	300	95	95	(F)
Çay	Turkey	DSI - State Hydraulic Works	I	Uludere	1	03/17	07/18	09/19	08/20	52	122	55		0.10	(1)	0.80	(1)			300		75	50
Macacos	Brazil	Pesqueiro Energia S/A	H	Jaguariaiva	1	- /18	- /18	- /19	- /20	16	217
Sharab Garod	Iran	Kohgiloye-Boyerahmad Water Authority	I	Sharab Garod	1	- /12	- /14	- /20	- /22	15	75		12
Davarlı	Turkey	DSI - State Hydraulic Works	I	Kara Creek	1	- /16	- /19	- /21	- /23	39	119	34
Gürün Çamlıca	Turkey	DSI - State Hydraulic Works	I	Kırkgöz Creek	1	- /17	- /19	- /21	- /23	28	142	28		0.10		0.80				300		80	32
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)
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)
Çalıcaalan	Turkey	DSI - State Hydraulic Works	I	Gök Creek	1	- /15	- /20	- /22	- /24	33	195	50
Uluhan	Turkey	DSI - State Hydraulic Works	I	Gök Creek	1	- /17	- /20	- /22	- /24	31	228	30
Sorkun [H-F]	Turkey	DSI - State Hydraulic Works	I	Dokuzsele Creek	1	07/17	- /20	- /22	- /24	24	160	42
Guangshan	China	Large and medium sized Irrigation District Service Center of Qiannan Prefecture	I W	Qingshui	1	04/20	- /21	- /22	- /22	32	198			V	(1)	V 1.00	(1) (17)	none						(F)
Babus	Turkey	DSI - State Hydraulic Works	I	Fındıklı Creek	1	06/18	- /21	- /22	09/23	35	229	48		V	(1)	0.80	(1)*
Bursa Uludag	Turkey	DSI - State Hydraulic Works	F W	Kirkpinarlar	1	10/21	01/22	08/23	10/23	28	168		60
Akçali 2	Turkey	DSI - State Hydraulic Works	I	Sagin	1	- /16	- /19	- /23	- /24	40	148		72	0.10	(1)	0.70	(1)*	0.70	(12)	300	300	90	60	(F)
Uzundere	Turkey	DSI - State Hydraulic Works	I	Uzun Creek	1	- /16	- /20	- /23	- /24	42	59	35
Akçakoca Altunçay	Turkey	DSI - State Hydraulic Works	I	Kilsuyu Creek	1	- /18	- /20	- /23	- /24	33	95		24
Ula Çıtlık	Turkey	DSI - State Hydraulic Works	I	Büyükdere	1	- /17	- /22	- /24	- /26	29	125	30
Uçarsu	Turkey	DSI - State Hydraulic Works	W	Uçarsu	1	- /18	- /23	- /24	- /25	30	199	50
Bouhdid	Algeria	Direction de l’Hydralique de la Wilaya de Annaba	F	Oued Bouhdid	1	- /18	- /19	07/25	- /25	30	260		60	0.10		0.90	(1)*
Üzengili	Turkey	DSI - State Hydraulic Works	I	Büyük Creek	1	- /18	- /21	- /25	- /26	50	157	94		0.10	(1)	0.80	(1)
Manavgat Yeniköy Yerköprü	Turkey	DSI - State Hydraulic Works	I	Hamam Suyu	1	09/23	- /25	- /26	- /26	35	193		60

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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.

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

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

La Manzanilla

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Flood Control

River: Ibarrilla

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 11/86

Start of RCC: 11/86

End of RCC: 05/87

End of Project: 07/87

Specifications

Height: 36 metres

Length: 150 metres

Volume of RCC: 20 m³x10³

Total volume: 30 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
135

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

Lower Chase Creek

Full Dam Information

Details

Country: USA

Owner: Phelps Dodge Morenci Inc & Sumitomo Metal Mining

Type: Gravity

Purpose(s): Flood Control

River: Lower Chase Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 03/87

Start of RCC: 03/87

End of RCC: 06/87

End of Project: 07/87

Specifications

Height: 27 metres

Length: 122 metres

Volume of RCC: 14 m³x10³

Total volume: 22 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

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

Ain al Koreima

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation

River: Akrech

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 06/87

Start of RCC: 06/87

End of RCC: 02/88

End of Project: 03/88

Specifications

Height: 26 metres

Length: 124 metres

Volume of RCC: 17 m³x10³

Total volume: 20 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.60	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
350	350

Cementitious material

Cement (kg/m³)
70
140

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

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)

Wright’s Retarding Basin

Full Dam Information

Details

Country: Australia

Owner: Australian Capital Territory Government

Type: Gravity

Purpose(s): Flood Control

River: Point Hut Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 08/89

End of Project: 10/89

Specifications

Height: 18 metres

Length: 86 metres

Volume of RCC: 9 m³x10³

Total volume: 9 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
1.00	Mechanically compacted unformed face of RCC

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
145

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

Riou

Full Dam Information

Details

Country: France

Owner: Electricité de France

Type: Gravity

Purpose(s): Hydropower / Irrigation / Recreation

River: Riou

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 01/90

Start of RCC: 01/90

End of RCC: 07/90

End of Project: 03/91

Specifications

Height: 26 metres

Length: 308 metres

Volume of RCC: 41 m³x10³

Total volume: 46 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork with external geomembrane

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

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

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)

Belén-Cagüela

Full Dam Information

Details

Country: Spain

Owner: Junta de Andalucia

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 03/91

Start of RCC: 03/91

End of RCC: 10/91

End of Project: 10/91

Specifications

Height: 31 metres

Length: 160 metres

Volume of RCC: 24 m³x10³

Total volume: 29 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73

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

Choldocogagna (or Xoldokogaina)

Full Dam Information

Details

Country: France

Owner: CAPB (Communauté d'Agglomération Pays Basque)

Type: Gravity

Purpose(s): Water Supply

River: Lessarte

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 04/91

Start of RCC: 04/91

End of RCC: 10/91

End of Project: 12/91

Specifications

Height: 32 metres

Length: 132 metres

Volume of RCC: 19 m³x10³

Total volume: 23 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Mechanically compacted unformed face of RCC

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

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

Choldocogagna (or Xoldokogaina) completed

Belén-Gato

Full Dam Information

Details

Country: Spain

Owner: Junta de Andalucia

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 07/91

Start of RCC: 07/91

End of RCC: 11/91

End of Project: 11/91

Specifications

Height: 34 metres

Length: 158 metres

Volume of RCC: 36 m³x10³

Total volume: 41 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73

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

Caballar I

Full Dam Information

Details

Country: Spain

Owner: Junta de Andalucia

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 09/91

Start of RCC: 09/91

End of RCC: 12/91

End of Project: 12/91

Specifications

Height: 16 metres

Length: 98 metres

Volume of RCC: 6 m³x10³

Total volume: 7 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73

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

Amatisteros III

Full Dam Information

Details

Country: Spain

Owner: Junta de Andalucia

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/91

Start of RCC: -/91

End of RCC: 12/91

End of Project: -/92

Specifications

Height: 15 metres

Length: 75 metres

Volume of RCC: 4 m³x10³

Total volume: 5 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73

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

Belén-Flores

Full Dam Information

Details

Country: Spain

Owner: Junta de Andalucia

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 09/91

Start of RCC: 09/91

End of RCC: 01/92

End of Project: 01/92

Specifications

Height: 28 metres

Length: 87 metres

Volume of RCC: 10 m³x10³

Total volume: 12 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73

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

Paxton

Full Dam Information

Details

Country: South Africa

Owner: Private farmer

Type: Gravity

Purpose(s): Irrigation

River: Tsorwo

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/90

Start of RCC: -/90

End of RCC: 12/92

End of Project: -/92

Specifications

Height: 17 metres

Length: 70 metres

Volume of RCC: 3 m³x10³

Total volume: 3 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
Vertical	RCC against formwork
0.50

Spillway

Slope	Type
0.50	RCC against formwork

Placement

Layers (mm)	Lifts (mm)
150	150

Cementitious material

Cement (kg/m³)
70

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

Lower Molonglo Bypass Storage

Full Dam Information

Details

Country: Australia

Owner: Icon Water (formerly ACT Electricity and Water)

Type: Gravity

Purpose(s): Pollution Control

River: Unnamed creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 02/94

Start of RCC: 02/94

End of RCC: 08/94

End of Project: 11/94

Specifications

Height: 32 metres

Length: 120 metres

Volume of RCC: 22 m³x10³

Total volume: 27 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
96

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

Catou

Full Dam Information

Details

Country: China

Owner: Dongyuan County

Type: Gravity

Purpose(s): Hydropower

River: Yinjiang

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/92

Start of RCC: -/92

End of RCC: -/94

End of Project: -/94

Specifications

Height: 35 metres

Length: 115 metres

Volume of RCC: -

Total volume: 223 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.90

Downstream

Slope	Type
0.90	[stepped face]

Spillway

Slope	Type
0.90	[stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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)

Kengxiashan

Full Dam Information

Details

Country: China

Owner: Wencheng County Kengxiashan Hydropower Development Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Yuquanxi

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/96

Start of RCC: -/96

End of RCC: -/98

End of Project: -/98

Specifications

Height: 34 metres

Length: 80 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Nagashima sediment dam

Full Dam Information

Details

Country: Japan

Owner: Ministry of Construction

Type: Hardfill

Purpose(s): unknown

River: Ohi

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 03/97

Start of RCC: 03/97

End of RCC: 12/99

End of Project: 08/00

Specifications

Height: 33 metres

Length: 127 metres

Volume of RCC: 23 m³x10³

Total volume: 55 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
1.20	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
1.20	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
250	500
	1000

Cementitious material

Cement (kg/m³)
40

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

Bullard Creek

Full Dam Information

Details

Country: USA

Owner: Natural Resources Conservation Service

Type: Gravity

Purpose(s): Flood Control

River: Bullard Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 10/98

Start of RCC: 10/98

End of RCC: -/99

End of Project: -/99

Specifications

Height: 16 metres

Length: 110 metres

Volume of RCC: 7 m³x10³

Total volume: 7 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
Vertical	RCC against formwork [stepped face]
0.75

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
148

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

Trout Creek

Full Dam Information

Details

Country: USA

Owner: Paul Moltz

Type: Gravity

Purpose(s): Irrigation / Recreation

River: Trout Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 08/99

Start of RCC: 08/99

End of RCC: 05/00

End of Project: 07/00

Specifications

Height: 31 metres

Length: 38 metres

Volume of RCC: 9 m³x10³

Total volume: 10 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
163

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

Pickle Jar

Full Dam Information

Details

Country: USA

Owner: Paradise Valley Estates

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 10/99

Start of RCC: 10/99

End of RCC: 05/00

End of Project: 08/00

Specifications

Height: 16 metres

Length: 57 metres

Volume of RCC: 331 m³x10³

Total volume: 331 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

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

Safad

Full Dam Information

Details

Country: UAE

Owner: Ministry of Agriculture and Fisheries

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: -

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: 06/01

End of Project: -/01

Specifications

Height: 19 metres

Length: 100 metres

Volume of RCC: 9 m³x10³

Total volume: 10 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

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

Showkah

Full Dam Information

Details

Country: UAE

Owner: Ministry of Agriculture and Fisheries

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: -

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: 10/01

End of Project: -/01

Specifications

Height: 24 metres

Length: 105 metres

Volume of RCC: 18 m³x10³

Total volume: 20 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Reinforced conventional concrete cast before RCC placement

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

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

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)

Nankengyuan

Full Dam Information

Details

Country: China

Owner: Jiangning Nankengyuan Hydropower Development Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Xiaoxihe

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/02

End of Project: -/03

Specifications

Height: 34 metres

Length: 114 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Pedrinho 1

Full Dam Information

Details

Country: Brazil

Owner: Energetica Rio Pedrinho Ltda..

Type: Gravity

Purpose(s): Hydropower

River: Pedrinho

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: -/02

End of Project: -/03

Specifications

Height: 16 metres

Length: 110 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Huilong PSS - Upper dam

Full Dam Information

Details

Country: China

Owner: Henan Electric Power Corporation

Type: Gravity

Purpose(s): Hydropower

River: Huilonggou

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 06/01

Start of RCC: 06/01

End of RCC: 11/03

End of Project: -/05

Specifications

Height: 54 metres

Length: 208 metres

Volume of RCC: 73 m³x10³

Total volume: 76 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
none

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

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

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

Rio Rejo

Full Dam Information

Details

Country: Peru

Owner: Yanacocha Mine

Type: Hardfill

Purpose(s): Environmental

River: Rejo

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/03

End of Project: -/04

Specifications

Height: 35 metres

Length: 125 metres

Volume of RCC: 30 m³x10³

Total volume: 33 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

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

Rio Grande

Full Dam Information

Details

Country: Peru

Owner: Yanacocha Mine

Type: Hardfill

Purpose(s): Environmental

River: Rio Grande

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/04

End of Project: -/05

Specifications

Height: 45 metres

Length: 98 metres

Volume of RCC: 72 m³x10³

Total volume: 77 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.70	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
120

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

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)

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

Esmeralda

Full Dam Information

Details

Country: Brazil

Owner: Esmeralda S.A.

Type: Gravity

Purpose(s): Hydropower

River: Bernardo José

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/06

End of Project: -/06

Specifications

Height: 19 metres

Length: 212 metres

Volume of RCC: 15 m³x10³

Total volume: 27 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
64

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

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

North Para

Full Dam Information

Details

Country: Australia

Owner: Gawler River Flood Plain Management Authority

Type: Gravity

Purpose(s): Flood Control

River: North Para

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 11/06

Start of RCC: 11/06

End of RCC: 09/07

End of Project: -/07

Specifications

Height: 33 metres

Length: 206 metres

Volume of RCC: 50 m³x10³

Total volume: 50 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

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

Tiecheng

Full Dam Information

Details

Country: China

Owner: Gansu Keyuan Electric Power Group Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Datong

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 44 metres

Length: 143 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

El Handak

Full Dam Information

Details

Country: Morocco

Owner: Direction des Arrenagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation

River: El Handak

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/08

End of Project: -/09

Specifications

Height: 27 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sidi el Mahjoub

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): unknown

River: Ifrane

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/09

Specifications

Height: 22 metres

Length: -

Volume of RCC: 15 m³x10³

Total volume: 18 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
1.00	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
1.00	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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

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

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

Çamlica III

Full Dam Information

Details

Country: Turkey

Owner: Akfen Energy

Type: Hardfill

Purpose(s): Flood Control / Hydropower

River: Zamanti

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 04/08

Start of RCC: 04/08

End of RCC: 12/10

End of Project: 04/11

Specifications

Height: 52 metres

Length: 186 metres

Volume of RCC: 160 m³x10³

Total volume: 182 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.70	RCC against precast concrete panels

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
88

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

Wyaralong

Full Dam Information

Details

Country: Australia

Owner: Queensland Water Infrastructure Pty. Ltd.

Type: Gravity

Purpose(s): Water Supply

River: Teviot Brook

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 09/09

Start of RCC: 09/09

End of RCC: 12/10

End of Project: 06/11

Specifications

Height: 48 metres

Length: 464 metres

Volume of RCC: 173 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

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

Ibirama

Full Dam Information

Details

Country: Brazil

Owner: Ibirama Energética SA

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/10

End of Project: -/10

Specifications

Height: 15 metres

Length: 145 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ninho da Águia

Full Dam Information

Details

Country: Brazil

Owner: CPFL Renovaveis

Type: Gravity

Purpose(s): Hydropower

River: Santo Antônio

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/10

End of Project: -/10

Specifications

Height: 15 metres

Length: 94 metres

Volume of RCC: -

Total volume: 14 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.75

Spillway

Slope	Type
0.75

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Thornton Gap (Tollway)

Full Dam Information

Details

Country: USA

Owner: MWRDGC (Metropolitan Water Reclamation District of Greater Chicago)

Type: Gravity

Purpose(s): Flood Control

River: -

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 02/10

Start of RCC: 02/10

End of RCC: 09/11

End of Project: 11/11

Specifications

Height: 35 metres

Length: 69 metres

Volume of RCC: 25 m³x10³

Total volume: 25 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
48

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

Moínho

Full Dam Information

Details

Country: Brazil

Owner: Statkraft (Moinho S.A.)

Type: Gravity

Purpose(s): Hydropower

River: Bernado José

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/11

Specifications

Height: 22 metres

Length: 126 metres

Volume of RCC: 9 m³x10³

Total volume: 25 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
68

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

Rizzanese

Full Dam Information

Details

Country: France

Owner: Electricité de France

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Rizzanese

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: 02/12

End of Project: -/12

Specifications

Height: 41 metres

Length: 140 metres

Volume of RCC: 64 m³x10³

Total volume: 72 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels with geomembrane
1.00	RCC against precast concrete blocks

Downstream

Slope	Type
Vertical
0.80

Spillway

Slope	Type
0.80

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

Tamellast

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): unknown

River: -

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/13

End of Project: -/14

Specifications

Height: 19 metres

Length: -

Volume of RCC: 27 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
1.00	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
1.00	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Wadi Umti

Full Dam Information

Details

Country: Oman

Owner: Ministry of Rural Municipalities and Water Resources

Type: Hardfill

Purpose(s): Flood Control

River: Wadi Umti

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 04/13

Start of RCC: 04/13

End of RCC: 07/14

End of Project: 07/14

Specifications

Height: 16 metres

Length: 145 metres

Volume of RCC: 34 m³x10³

Total volume: 58 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

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

Bonyic

Full Dam Information

Details

Country: Panama

Owner: Hidroécología Teribe (HET) S.A.

Type: Gravity

Purpose(s): Hydropower

River: Bonyic

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: 08/14

End of Project: -/15

Specifications

Height: 37 metres

Length: 165 metres

Volume of RCC: -

Total volume: 88 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tongzilin

Full Dam Information

Details

Country: China

Owner: Yalongjiang Valley Hydropower Development

Type: Gravity

Purpose(s): Hydropower

River: Yalong

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/14

End of Project: -/16

Specifications

Height: 71 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Mamak

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Flood Control

River: Bağ

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/14

End of Project: -/14

Specifications

Height: 31 metres

Length: 118 metres

Volume of RCC: 30 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Teles Pires

Full Dam Information

Details

Country: Brazil

Owner: ANEEL (Agência Nacional de Energia Elétrica)

Type: Gravity

Purpose(s): Hydropower

River: Teles Pires

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 07/11

Start of RCC: 07/11

End of RCC: -/15

End of Project: 09/16

Specifications

Height: 67 metres

Length: 360 metres

Volume of RCC: 500 m³x10³

Total volume: 1020 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sariveliler Göktepe

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Gelenalan

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/15

End of Project: -/15

Specifications

Height: 39 metres

Length: 330 metres

Volume of RCC: 69 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
60

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

Bergama Çamavlu

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Hasanderesi

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/15

End of Project: -/15

Specifications

Height: 40 metres

Length: 241 metres

Volume of RCC: 69 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

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

Karamürsel Tepeköy

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Hardfill

Purpose(s): Irrigation

River: Uzundere

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/16

End of Project: -/16

Specifications

Height: 19 metres

Length: 170 metres

Volume of RCC: 240 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

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

Nazilli İsabeyli

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: İsabeyli Deresi

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/16

End of Project: -/17

Specifications

Height: 42 metres

Length: 148 metres

Volume of RCC: 70 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Oltu Sivridere

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Limontozu

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/16

End of Project: -/17

Specifications

Height: 46 metres

Length: 63 metres

Volume of RCC: 269 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Dyraaba (part of Uma Oya Project)

Full Dam Information

Details

Country: Sri Lanka

Owner: Ministry of Irrigation and Water Resources Management

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Mathatilla Oya

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/17

End of Project: -/18

Specifications

Height: 50 metres

Length: 165 metres

Volume of RCC: 40 m³x10³

Total volume: 50 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
95

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

Dyraaba (part of Uma Oya Project) completed

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

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

Puhulpola (part of Uma Oya Project)

Full Dam Information

Details

Country: Sri Lanka

Owner: Ministry of Irrigation and Water Resources Management

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Dulgolla Oya

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/18

End of Project: -/19

Specifications

Height: 35 metres

Length: 174 metres

Volume of RCC: 30 m³x10³

Total volume: 40 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
95

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

Puhulpola (part of Uma Oya Project) under construction

Çay

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Uludere

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 03/17

Start of RCC: 03/17

End of RCC: 09/19

End of Project: 08/20

Specifications

Height: 52 metres

Length: 122 metres

Volume of RCC: 55 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
75

Pozzolan (kg/m³)	Pozzolan Type
50

Macacos

Full Dam Information

Details

Country: Brazil

Owner: Pesqueiro Energia S/A

Type: Gravity

Purpose(s): Hydropower

River: Jaguariaiva

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/19

End of Project: -/20

Specifications

Height: 16 metres

Length: 217 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sharab Garod

Full Dam Information

Details

Country: Iran

Owner: Kohgiloye-Boyerahmad Water Authority

Type: Gravity

Purpose(s): Irrigation

River: Sharab Garod

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/20

End of Project: -/22

Specifications

Height: 15 metres

Length: 75 metres

Volume of RCC: -

Total volume: 12 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Davarlı

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Kara Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/21

End of Project: -/23

Specifications

Height: 39 metres

Length: 119 metres

Volume of RCC: 34 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Gürün Çamlıca

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Kırkgöz Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/21

End of Project: -/23

Specifications

Height: 28 metres

Length: 142 metres

Volume of RCC: 28 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.10

Downstream

Slope	Type
0.80

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
32

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)

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)

Çalıcaalan

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Gök Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/22

End of Project: -/24

Specifications

Height: 33 metres

Length: 195 metres

Volume of RCC: 50 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Uluhan

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Gök Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/22

End of Project: -/24

Specifications

Height: 31 metres

Length: 228 metres

Volume of RCC: 30 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sorkun

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Hardfill

Purpose(s): Irrigation

River: Dokuzsele Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 07/17

Start of RCC: 07/17

End of RCC: -/22

End of Project: -/24

Specifications

Height: 24 metres

Length: 160 metres

Volume of RCC: 42 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Guangshan

Full Dam Information

Details

Country: China

Owner: Large and medium sized Irrigation District Service Center of Qiannan Prefecture

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Qingshui

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 04/20

Start of RCC: 04/20

End of RCC: -/22

End of Project: -/22

Specifications

Height: 32 metres

Length: 198 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

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

Spillway

Slope	Type
none

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

Babus

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Fındıklı Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 06/18

Start of RCC: 06/18

End of RCC: -/22

End of Project: 09/23

Specifications

Height: 35 metres

Length: 229 metres

Volume of RCC: 48 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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

Akçali 2

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Sagin

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/23

End of Project: -/24

Specifications

Height: 40 metres

Length: 148 metres

Volume of RCC: -

Total volume: 72 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

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

Uzundere

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Uzun Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/23

End of Project: -/24

Specifications

Height: 42 metres

Length: 59 metres

Volume of RCC: 35 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Akçakoca Altunçay

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Kilsuyu Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/23

End of Project: -/24

Specifications

Height: 33 metres

Length: 95 metres

Volume of RCC: -

Total volume: 24 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ula Çıtlık

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Büyükdere

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/24

End of Project: -/26

Specifications

Height: 29 metres

Length: 125 metres

Volume of RCC: 30 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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

Bouhdid

Full Dam Information

Details

Country: Algeria

Owner: Direction de l’Hydralique de la Wilaya de Annaba

Type: Gravity

Purpose(s): Flood Control

River: Oued Bouhdid

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: 07/25

End of Project: -/25

Specifications

Height: 30 metres

Length: 260 metres

Volume of RCC: -

Total volume: 60 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10

Downstream

Slope	Type
0.90	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Üzengili

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Büyük Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/25

End of Project: -/26

Specifications

Height: 50 metres

Length: 157 metres

Volume of RCC: 94 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Manavgat Yeniköy Yerköprü

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Hamam Suyu

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 09/23

Start of RCC: 09/23

End of RCC: -/26

End of Project: -/26

Specifications

Height: 35 metres

Length: 193 metres

Volume of RCC: -

Total volume: 60 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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