Dam Search Results

There are 323 dams matching your search
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Purposes: Irrigation

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)
Nangankou	China	Dongqiao County	I	Zaoshui	4	- /69	- /70	- /71	- /72	32	85
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)
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)
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)
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)
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)
Ain al Koreima	Morocco	Direction des Aménagements Hydrauliques	I	Akrech	1	06/87	09/87	02/88	03/88	26	124	17	20	0.20	(5)*	0.20 0.75	(5) (17)	0.60	(1)*	350	350	70 140	30 60	(S)
Shiramizugawa	Japan	Yamagata Prefecture	F I	Shiromizu	5	10/84	10/85	06/88	04/90	55	367	142	314	V	(1)	0.80	(1)	0.80	(1)	150 - 200	500	96	24	(F)
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)
Spitskop	South Africa	Department of Water & Sanitation	I	Harts	61	05/88	09/88	06/89	11/89	15	100	17	36	V	(1) (15)	0.70	(15)	0.70	(1)*	250	250	91	92	(F)
Rongdi	China	Department of Water Resources & Hydropower, Guangxi Zhuang Autonomous Region	F H I	Dulanghe	19	04/88	11/88	07/89	06/91	53	136	61	108	V	(7)	0.75	(10)	0.65	(1)	300	300	90 69	140 111	(F)
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)
Tongjiezi (with Niurixigou saddle dam)	China	Guodian Dadu River Basin Hydropower Development Co.	F H I N	Dadu	200	01/85	10/88	12/89	10/94	88	1029	407	855	V	(1)	0.75	(10)	0.75	(1)	300 - 500	300 - 500	79 82	79 83	(F)
Tashkumyr	Kyrgyzstan	Ministry of Power Industry	H I	Naryn	140	- /82	03/87	12/89	12/90	75	320	100	1300	V	(1)	0.78	(1)	0.78	(1)	400	400	90	30	(N)
Pirika	Japan	Hokkaido Development Bureau	F H I	Shirobeshit-oshibetsu	18	10/82	- /88	- /89	10/91	40	755	163	360	V 0.80	(1) (1)	0.80	(1)	0.80	(1)	250	750	84	36	(F)
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)
Caraibas - CEMIG	Brazil	CEMIG (Companhia Energetica de Minas Gerais)	F I	Caraibas	10	04/90	07/90	09/90	02/91	26	160	18	22	0.10	(1)	0.80	(3)*	0.80	(1)*	300	300	70	20	(N)
Aoulouz	Morocco	Direction des Aménagements Hydrauliques	F G I	Souss	110	03/88	11/89	09/90	11/91	79	476	680	850	V	(1)	0.85	(1)*	0.85	(1)	500	500	84 63	36 27	(M)
Thornlea	South Africa	Umlaas Irrigation Board	I	Mlazi	3	06/90	10/90	12/90	02/91	17	135	16	17	V	(1)	0.90	(3)*	0.90	(1)	170	170	38	87	(S)
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)
La Puebla de Cazalla	Spain	Confederación Hidrográfica del Guadalquivir	I	Corbones	74	03/88	08/89	10/91	12/91	71	220	205	220	V 0.20	(3) (3)	0.80	(3)*	0.80	(3)*	300	300	80	130	(F)
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)
Kroombit	Australia	Water Resources Commission, Queensland	G I	Kroombit Creek	13	03/92	06/92	10/92	12/92	26	250	84	110	V	(1)	0.70	(1)	0.70	(1)	300	300	82	107	(F)
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)
Wan’an	China	China Guodian Corporation	F H I N	Gan	2216	11/84	12/90	12/92	06/94	68	1104	156	1480	V	(1)	0.80	(1)	ogee	(1)	300	300	65	105	(F)
Trigomil	Mexico	CNA (Comisión Nacional del Agua)	F I	Ayuguila	324	12/86	02/91	12/92	12/93	107	250	362	681	V 0.24	(5)	V 0.80	(5) (17)	0.80	(1)	300	300	148	47	(F)
Paxton	South Africa	Private farmer	I	Tsorwo	1	- /90	01/91	12/92	- /92	17	70	3	3	V	(3)	V 0.50	(3)	0.50	(3)	150	150	70	100	(F)
Guxian (GuhXiahn)	China	Yellow River Conservancy Commission	F H I	Luo	1175	- /78	- /89	- /92	- /93	125	315
Marathia [H-F]	Greece	Ministry of Agriculture	I W	Marathia	3	11/91	12/92	04/93	06/93	28	265	31	48	0.50	(13)	0.50	(10)	0.50	(13)	200 - 300	200 - 300	55	15	(N)
Puding [A]	China	Guizhou Qianyuan Power Co. Ltd.	H I W	Sanchahe	377	03/89	06/92	05/93	02/94	75	196	103	137	V	(1)	0.35	(1)	ogee 0.35	(1) (1)	300	300	85 54	103 99	(F)
Imi el Kheng	Morocco	Direction des Aménagements Hydrauliques	G I	Berhil	12	04/92	09/92	07/93	04/94	39	170	97	109	0.20	(5)	0.80	(1)*	0.80	(1)*	300	300	100 110	20 20	(N)
Sierra Brava	Spain	Confederación Hidrográfica del Guadiana	I	Pizarroso	232	12/90	06/92	11/93	12/93	54	835	277	340	0.05	(14)	0.75	(14)*	0.75	(14)*	300	300	80	140	(F)
Vinoramas	Mexico	CNA (Comisión Nacional del Agua)/Estado de Sinaloa	F I	El Bledal	102	10/91	04/93	12/93	01/94	50	807	117	184	V	(5)	0.80	(3)*	0.80	(13)	300	300	100	100	(M)
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)
Sep	France	Syndicat Mixte pour l’Amenagement de la Haute Morge (SMAHM)	I	Sep	5	04/93	09/93	01/94	03/94	46	145	49	58	V	(11)	0.72	(16)	0.72	(3)*	300	300		120	(R)
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)
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)
La Touche Poupard	France	CAEDS	I	Chambon	15	08/93	04/94	08/94	12/94	36	200	34	46	V	(1)	0.75	(3)*	0.75	(1)*	300	300		115	(R)
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	(-)
Maojiang [A]	China	Lanshan County Hydropower Bureau	H I	Xiang	2	- /92	- /93	- /94	- /95	45	150		45											(F)
Sishanping [A]	China	Huangcen Reservoir Management Office	F H I	Leishui	3	- /92	- /93	- /94	- /95	56	147		18											(F)
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)
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)
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)
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)
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)
Bailongtan	China	Guangxi-Guiguang Electric Power Development Co. Ltd.	H I N	Hongshuihe	340	02/93	10/95	04/96	08/97	34	710	62	80	V	(1)	0.70	(10)*	0.70	(5)*	300	300	73 99	110 60	(F)
Mantaicheng	China	Wangqing County Water Conservancy Bureau	H I	Gayahe	10	08/92	01/93	12/96	08/97	37	337	78	100	V	(1)	0.75	(10)	ogee 0.70	(1) (1)	300	1000	60	120	(F)
Tomisato	Japan	Water Resources Development Public Corporation	F I W	Douzan	53	02/92	- /95	02/97	03/00	111	250	355	510	V	(1)	0.76	(1)	0.76	(1)	250	750 1000	84 72	36 48	(F)
Platanovryssi	Greece	Public Power Corporation (PPC)	H I	Nestos	84	01/89	10/95	03/97	06/99	95	305	420	440	0.10	(14)	0.75	(14)*	0.75	(13)	300	300	50	225	(C)
Wanyao	China	Wanyao Reservoir Management Bureau	F H I W	Dahexi	223	10/93	01/95	05/97	07/97	83	390	320	458	V 0.20	(1) (1)	0.70	(5)	0.75	(13)	300	300	64	96	(F)
Atance	Spain	Confederación Hidrográfica del Tajo	I	Salado	35	07/96	04/97	07/97	10/97	45	184	65	75	V	(3)	0.80	(3)*	0.80	(3)*	300	300	57	133	(F)
Takisato	Japan	Hokkaido Development Bureau	F H I W	Sorachi	108	10/90	- /93	07/97	06/00	50	445	327	455	0.06	(1)	0.80	(1)	0.80	(1)	250	750	84	36	(F)
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)
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)
Contraembalse de Moncion [H-F]	Dominican Republic	INDRHI (Instiuto Nacional de Recursos Hidráulicos de la República Dominicana)	F H I	Mao	8	07/95	02/96	03/98	06/98	28	254	130	155	0.70	(1)	0.67	(1)*	0.80	(1)*	300	300	80	0	(-)
Bouhouda	Morocco	Direction des Arrenagements Hydrauliques	I W	S’ra	56	05/95	04/96	05/98	09/98	55	174	165	186	0.20	(5)	0.80	(1)*	0.80	(1)*	300	300	100 120	0 0	(N)
Hayachine	Japan	Iwate Prefecture	F H I W	Hienuki	17	03/93	10/95	06/98	03/00	74	333	141	333	V 0.20	(1) (1)	0.76	(1)	0.76	(1)	250	750	84	36	(F)
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)
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)
Waijin [A]	China	Fushan Power Station Management Bureau	H I	Nanxi	7	- /94	- /96	- /98	- /99	47	235		240
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)
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)
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)
Las Blancas	Mexico	CNA (Comisión Nacional del Agua)	I	Álomo & Soso	124	08/98	03/99	12/99	11/00	32	2795	221	316	V	(8)	V 0.75	(7) (3)*	0.75	(1)	300	300	100	100	(F)
Ponto Novo	Brazil	CERB (Companhia de Engenharia Rural da Bahia)	I W	Itapicuru-açu	39	05/98	07/98	12/99	02/00	26	266	90	105		(1)		(3)*		(1)	300	300	72	18	(N)
Zanja Honda	Colombia		I	Chenche		- /97	- /98	- /99	- /00	24		75										75	0	(-)
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)
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	(-)
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)
Shinmiyagawa	Japan	Ministry of Agriculture	I	Miya	10	03/94	07/97	08/00	03/03	69	325	393	480	V	(1)	0.83	(1)	0.83	(1)	250	750	91	39	(F)
Tannur	Jordan	Jordan Valley Authority, Ministry of Water and Irrigation	I	Wadi al Hasa	17	02/99	12/99	12/00	09/01	60	270	250	250	V 1.00	(3')	0.80	(3')*	0.80	(3')*	300	1200	125 120	75 50	(N)
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	(-)
R'mil	Tunisia	Ministre de l’Agriculture	I	R’mil	44	08/99	10/00	05/01	11/01	18	260	64	160	V	(15)	0.90	(16)	0.90	(12)*	300	300	100	0	(-)
Shimenzi [A]	China	Shimenzi Reservoir Engineering Management Office	H I W	Taxi	80	06/98	06/99	06/01	10/01	110	176	188	211	0.142 V	(3') (3')	V 0.18	(3) (3)	crest	(12)	300	3000	93 62	110 110	(F)
Safad	UAE	Ministry of Agriculture and Fisheries	G I		1	- /00	05/01	06/01	- /01	19	100	9	10	V	(1)	0.80	(1)*	0.80	(12)	300	300	90	0	(-)
Chubetsu	Japan	Ministry of Land, Infrastructure and Transport	F H I W	Chubetu	93	03/94	09/97	08/01	03/04	86	290	523	1007	V 0.80	(1) (1)	0.80	(1)	0.80	(1)	250	750 1000	84	36	(F)
Showkah	UAE	Ministry of Agriculture and Fisheries	G I		1	- /00	08/01	10/01	- /01	24	105	18	20	0.10	(11)	0.80	(1)*	0.80	(12)	300	300	90	0	(-)
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)
Estreito	Brazil		F I R W	Curimatá	24	- /97	- /00	- /01	11/02	26	300	12	14							300	300	64	16	(N)
Xiaoxihe	China	Department of Electricity, Feng Shun County	H I	Xiaoxihe	5	- /99	- /00	- /01	- /02	62	103	47	66											(F)
Mae Suai	Thailand	Royal Irrigation Department (RID)	I	Mae Suai	73	11/99	10/00	01/02	07/02	59	340	300	350	0.15	(15)	0.80	(1)*	0.80	(1)*	300	300	70	80 to 100	(F)
La Cañada	Bolivia	Prefectura del Departamento de Santa Cruz	I	Comarapa	10	08/00	08/01	02/02	06/02	52	154	72	77	V	(3')	0.22 0.75	(3') (3')*	0.75	(3')*	305	305	140	100	(N)
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)
Yangxishui Nº1	China	Corporation of Energy Development, Ruyuan County, Guangdong Province	H I	Yangxi	100	12/00	10/01	11/02	06/03	82	244	241	340	V	(1)	V 0.75	(1) (1)*	0.70	(12)	300	300			(F)
Carnaúba	Brazil	Secretaria Recursos Hídricos	I W	Quixeré	26	- /01	02/02	11/02	- /03	19	700									300	300	100	0	(-)
Koyama	Japan	Ibaraki Prefecture	F I W	Ohkita	17	11/94	05/00	12/02	03/05	65	462	270	531	V	(1)	0.78	(1)	0.78	(1)	250	750	84	36	(S)
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	(-)
Linhekou [A]	China	Shaanxi Lan River Hydropower Development Corporation	H I	Lanhe	147	- /99	12/01	06/03	- /04	100	311	229	293	curve	(3')	curve	(3')	ogee	(1)	300	3000	74 66	111 111	(F)
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)
Khun Dan Prakan Chon (formerly Tha Dan)	Thailand	Royal Irrigation Department	I	Nakhon Nayok	224	11/99	03/01	07/04	01/05	95	2600	4900	5400	V 0.40	(14)	0.80	(14)*	0.80	(14)*	300	300	90	100	(F)
Pedrógão	Portugal	EDIA (Empresa de Desenvolvimento e Infra-Estruturas do Alqueva)	F H I	Guadiana	106	08/02	02/04	08/04	- /05	43	448	172	392	V	(3')	0.80	(3')*	0.80	(12)*	300	300	55	165	(F)
Tamesna (formerly Boukerkour)	Morocco	Direction des Aménagements Hydrauliques	F I W	Zamrine	56	05/03	04/04	09/04	05/05	69	220	190	215	0.20	(5)	0.80	(1)*	0.80	(1)*	300	300	100	0	(N)
Letan	China	Guangxi-Guiguan Electric Power Co. Ltd.,	H I N	Xijiang	950	- /02	- /03	- /04	- /05	66	586	50	210
Yujianhe [A]	China	Guiyang Water Conservancy Bureau	F I W	Wu	11	- /02	- /03	- /04	- /05	81	180	105	110	0.10		0.76		0.76
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)
Hassan II (formerly Sidi Said)	Morocco	Direction des Aménagements Hydrauliques	F I W	Moulouya	400	02/01	03/03	04/05	03/06	115	577	590	690	V	(5)	0.80	(1)*	0.80	(1)*	300	300	65 80	15 20	(N)
Amata	Mexico	CFE (Comisión Federal de Electricidad)	I	San Lorenzo	14	11/03	11/04	04/05	06/05	30	218	42	60	V 1.00	(8)	1.00	(3)*	1.00	(12)	300	300	120	0	(-)
Jagin	Iran	Hormozgan Water Authority	F I W	Jagin	300	12/01	05/04	05/05	09/07	78	220	232	382	V 0.30	(3') (3')*	0.75	(3')*	0.75	(12)	300	300	105 160	90 90	(N)
Zhaolaihe [A]	China	Changyang Electric Power Bureau	H I W	Duhu	70	12/03	03/04	05/05	10/05	107	206	166	255	curve	(3')	curve	(3')		(3')	300	3000	84 126	126 103	(F)
Çindere [H-F]	Turkey	DSI - State Hydraulic Works	H I W	Buyuk Menderes	82	04/94	07/02	05/05	11/07	107	280	1500	1685	0.70	(6)	0.70	(1)*	0.89	(12)	300	300	50	20	(F)
Suofengying	China	Guizhou-Wujiang Hydropower Development Co. Ltd.	F H I N W	Wu	201	10/00	06/03	08/05	03/06	116	165	421	739	V 0.25	(3') (3')	0.70	(3')	0.70	(1)	300	3000	64	95	(F)
Kido	Japan	Fukushima Prefecture	F I N W	Kido	19	10/00	06/03	08/05	03/08	94	350	291	501	V 0.10	(1) (1)	0.78	(1)	0.78	(1)	250	750 1000	84	36	(F)
Paradise (formerly Burnett River)	Australia	Sunwater	F I	Burnett	300	11/03	06/04	09/05	11/05	50	940	400	400	V	(8)	0.64	(3)*	0.64	(1)*	310	310	63	0	(-)
Cachoeira Grande	Brazil	EMBASA (Empresa Baiana de Aguas e Saneamento S.A.)	H I	Sapucaia	5	- /04	- /04	- /05	- /05	16	207	15
Artur Tavares de Melo (formerly Guararema)	Brazil	Usina Central Olho D'Água S/A	I W	Itambé	21	- /03	- /04	- /05	- /06	30	306	50								300	300	80	0	(-)
Xixi	China	Xixi Reservoir Development Co. Ltd.	F H I W	Daxi	85	- /03	- /04	- /05	- /06	71	243	231	244											(F)
Can Asujan [H-F]	Philippines	National Irrigation Administration	I	Can Asujan	2	10/03	- /04	- /05	- /05	42	135	75	85	0.60	(8)	0.60	(7)	0.60	(1)	170	170	100	0	(-)
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)
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	(-)
El Mauro [H-F]	Chile		I		1088	- /04	- /05	- /06	- /06	23	380
Daxia	China	China Guodian Corporation	H I	Quan	20	- /04	- /05	- /06	- /07	88	160		205
Khasooye	Iran	Fars Regional Water Authority	I	Tang Charkhi	15	- /03	- /05	- /06	- /08	19	160	22	28
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	(-)
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)
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)
Silin	China	Guizhou-Wujiang Hydropower Development Corporation	F H I N	Wujiang	1593	11/05	11/06	03/08	- /09	117	310	825	1100	V	(1)	0.70	(1)	0.70	(1)			66 89	100 109	(F)
Beydag [H-F]	Turkey	DSI - State Hydraulic Works	I W	Kucuk Menderes	248	04/94	07/06	04/08	11/08	95	800	2350	2650	0.25	(6)	0.80	(1)*	0.80	(1)*	300	300	60	30	(F)
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	(-)
La Breña II	Spain	Acuasur	I	Guadiato	823	06/05	02/07	10/08	12/08	119	685	1441	1600	0.05 0.30	(3') (3')	0.75	(3')*	0.75	(3')*	300	300	69	115 & 46	(F)
Toppu	Japan	Hokkaido Prefecture	F I W	Toppu	36	07/02	06/05	10/08	03/14	78	309	440	530	V 0.80	(1) (1)	0.80	(1)	0.80	(1)	250	1000	84	36	(F)
Mangla Emergency Spillway Control Weir	Pakistan	WAPDA (Water and Power Development Authority)	H I	Jhelum	6500	08/04	12/07	11/08	01/09	17	370	54	79	V 0.30	(3') (3')*	V 0.70	(3') (3')*	0.70	(3')*	300	300	60	120	(S)
Chbika	Morocco	Direction des Arrenagements Hydrauliques	I	Chbika	2	- /04	- /06	- /08	- /09	24
El Handak	Morocco	Direction des Arrenagements Hydrauliques	I	El Handak	1	- /05	- /06	- /08	- /09	27
Pengshui	China	Datang International Power Generation Co. Ltd.	H I	Changxi	1465	- /05	- /06	- /08	- /09	117	326	608	1330	V	(3')	0.70	(3')	0.70	(1)			64 81	96 121	(F)
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)
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	(-)
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
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
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)
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	(-)
Valsamiotis [H-F]	Greece	Crete Development Organisation	I	Valsamiotis	6	10/05	05/07	12/10	- /14	63	335	640	820	0.80	(13)	0.80	(3)	0.80	(1)*	300	300	60	0	(-)
Nuoc Trong	Vietnam	MARD (Ministry of Agriculture and Rural Development)	H I	Tra Kluc	290	10/07	07/09	12/10	05/11	69	518	446	607	V	(3')					300	300	125 80	218 230	(N)
Çaltikoru [H-F]	Turkey	DSI - State Hydraulic Works	I	İlyasdere	42	- /95	- /08	- /10	12/11	65	477	743	800	0.35	(3')	0.70	(3')*	0.70	(12)	300	300	60	50	(F)
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
Lechangxia	China	Department of Water Resources, Guandong Province	H I N	Bei	374	- /08	- /09	- /10	- /11	85	256
Francisco J. Múgica (formerly Nueva Italia)	Mexico	Gobierno del Estado de Michoacán	I	El Marqués	100	03/08	- /09	- /10	- /11	90	375	367	451	V 0.30		1.00		1.00		300	300	65	0	(-)
Ait Moulay Ahmed	Morocco	Direction des Aménagements Hydrauliques	I W	Ain Leuh	2	10/09	- /10	01/11	10/11	29	136	18	20	V	(5)	0.75	(1)*	0.75	(1)*	300	300	70	30	(N)
El Puente de Santolea	Spain	Acua Ebro	I	Guadalope	18	- /09	04/10	02/11	03/11	35	203	65	70	0.20	(3')*	0.60	(3')*	0.60	(3')*	300	300	65	153	(F)
Las Tunas	Argentina	Provincia de Catamarca	F I W	Las Tunas	101	02/09	09/10	02/11	12/11	33	259	30	56	V	(1)					200	400	85	25	(N)
Okukubi (Kin) [H-F]	Japan	Okinawa General Bureau, Cabinet Office, Japan	F I W	Okukubi	79	03/09	11/10	03/11	07/11	39	461	339	430	0.80	(5)	0.80	(5)	0.80	(5)	300	750	80	0	(-)
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)
Gomal Zam [A-G]	Pakistan	WAPDA (Water and Power Development Authority)	F H I	Gomal	1424	07/02	08/07	09/11	06/13	133	231	390	474	V		0.60		0.60		300	3000 to 4000	91	91	(F)
Yubari Syuparo	Japan	Ministry of Land, Infrastructure and Transport	F H I W	Yubari	427	11/03	10/09	09/11	03/15	111	390	584	940	V 0.80	(1) (1)	0.82	(1)	0.82	(1)	250	750 & 1000	91	39	(F)
A’hai	China	Yunnan Jinsha River Hydropower Co. Ltd.	F H I	Jinsha	885	- /08	- /10	- /11	- /12	138	482		2707
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	(-)
Bui	Ghana	BPA (Bui Power Authority)	H I	Bui	12570	10/07	02/09	05/12	11/14	108	493	830	900	V	(3')	0.75	(3')	0.75	(12)	300	3000	45 61	85 91	(F)
Devecikonagi	Turkey	MCK Elektrik Uretim A.S.	H I	Emet	6	05/10	03/11	09/12	01/13	39	313	180	210	0.10	(2)	0.75	(1)	0.80	(12)	300	300	80	40	(F)
Mamoeiro	Brazil	Companhia de Gestão dos Recursos Hídricos	I W	-	21	- /10	- /11	- /12	- /13	28	310
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	(-)
Hongling	China	Guodian Haikong Hongling water construction Co. Ltd.	H I W	Dabian	662	- /11	- /12	- /13	- /14	92
Naras	Turkey	DSI - State Hydraulic Works	F I	Manavgat	104	- /10	12/12	01/14	05/14	78	448	620	677	0.15	(1)	0.80	(1)*	0.80	(12)	300	300	110	90	(N)
Aslandag	Turkey	DSI - State Hydraulic Works	H I W	Bembo	11	09/08	11/11	02/14	11/14	69	210	162	202	0.10	(1)	0.80	(1)*	0.80	(12)	300	1200	100	80	(N)
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)
Tsugaru	Japan	Ministry of Land, Infrastructure, Transport and Tourism	F H I	Iwaki	141	10/08	05/10	08/14	03/16	97	342	500	717	V 1.00	(1) (1)	0.74	(1)	0.74	(1)	250	1000	91	39	(F)
Lithaios [H-F]	Greece	Trikala Prefecture	I	Lithaios		06/03	11/11	12/14	07/20	32	526	160	220	0.80	(13)	0.80	(3)	0.80	(1)*	300	300	50	10	(N)
Filiatrinos [H-F]	Greece	Ministry of Rural Development and Food	I	Filiatrinos	8	- /10	- /11	- /14	- /16	55	246	370	430	0.80	(2)	0.80	(10)	0.80	(10)	350	350	51	24	(F)
Kayabeyi	Turkey	Pelin Energy	H I	Kura	148	01/10	- /12	- /14	02/15	159	230	637	780								300
Sarrath [H-F]	Tunisia	Ministre de l’Agriculture	I	Oued Sarrath	21	- /08	- /12	- /14	11/15	36	820		335	0.70		0.70		0.70
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)
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)
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)*
Güneysinir Alanözü	Turkey	DSI - State Hydraulic Works	I	Yangılı	3	- /13	- /14	- /15	- /15	38	270	71
Sariveliler Göktepe	Turkey	DSI - State Hydraulic Works	I	Gelenalan	1	- /13	- /14	- /15	- /15	39	330	69										60	0	(-)
Bergama Çamavlu	Turkey	DSI - State Hydraulic Works	I	Hasanderesi	1	- /14	- /14	- /15	- /15	40	241	69		0.10	(1)	0.80	(1)			300	300	85	35	(F)
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
Ardil	Turkey	DSI - State Hydraulic Works	I	Ardil	11	03/13	05/14	12/16	02/17	54	266	108	158	V	(1)	0.80	(1)*	0.80	(12)	300	600	75	75
Kirazlı Köprü	Turkey	DSI - State Hydraulic Works	H I	Gökırmak	66	- /99	- /13	- /16	- /17	73	280	330		0.10	(1)	0.90	(1)			300		75	50	(F)
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)
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
Siriji (also know as Murupé)	Brazil	COMPESA (Companhia Pernambucana de Saneamento )	I W	Siriji	17	- /13	- /15	- /16	- /17	20	100
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
Guanchang	China		H I W	Qiduxi	24	- /14	- /15	- /16	- /17	54	246
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)
Moragahakanda	Sri Lanka	Ministry of Irrigation and Water Resources Management	I	Amban Ganga	521	01/07	- /13	- /17	07/18	65
Tamalout [H-F]	Morocco	Direction des Aménagements Hydrauliques	F I W	Ansegmir	50	10/10	- /13	- /17	- /18	61	320	380	405	0.50	(5)	0.70	(1)*	0.70	(1)*	300	300	80 70 60	0 0	(-)
Dyraaba (part of Uma Oya Project)	Sri Lanka	Ministry of Irrigation and Water Resources Management	H I	Mathatilla Oya	1	- /11	- /13	- /17	- /18	50	165	40	50	V	(1)		(1)*		(12)	300	300	95	95	(F)
Ouldjet Mellegue	Algeria	ANBT (Agence Nationale des Barrages et Transfert)	I W	Mellegue	155	10/11	- /13	- /17	- /18	51	900	245	320	V	(1)	0.80	(1)	0.80	(1)	300	300	110	0	(-)
El Bolsón	Argentina	Provincia de Catamarca	I W	Albigasta	38	- /08	- /13	- /17	- /19	64	380		279
Ouljet Es Soltane [H-F]	Morocco	Direction des Aménagements Hydrauliques	F I W	Beht	510	05/10	- /14	- /17	- /18	98	383	900	930	0.50	(1)	0.70	(1)*	0.70	(1)*	300	300	55	25	(N)
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
Ergani	Turkey	DSI - State Hydraulic Works	I	Golkum	15	- /14	- /16	- /17	- /18	54	229	127	161	0.10	(1)	0.80	(1)	0.80	(12)	300		90	60	(F)
Ximihe	China		H I W	Ximihe	17	- /14	- /16	- /17	- /18	88	147
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
Huangdeng	China	Yunnan Huaneng Lancang River Hydropower Co.,Ltd.	H I R	Lancang (Mekong)	1613	01/10	04/15	04/18	06/19	203	464	2753	3670		(3')		(3')		(12)	300	300	82 67	100 100	(F)
Neckartal	Namibia	Ministry of Agriculture, Water and Forestry	I	Fish	857	09/13	11/15	05/18	04/19	83	520	836	1043	0.20	(3')	0.70	(3')*	0.70	(12)	300	300	65 65	120 45	(F)
Javeh [H-F]	Iran	Iran Water & Power Resources Development Company (IWPC)	F I	Javeh Roud	95	03/09	07/11	- /18	07/19	86	301	680	750	0.90	(3')	1.20	(3')*	1.20	(12)	300	300	94	31	(N)
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)
Kavsaktepe	Turkey	DSI - State Hydraulic Works	I	Ortasu Creek	16	09/08	- /14	- /18	- /20	76	268	518	540	0.10	(1)	0.80	(1)*	0.80	(1)	300	300	95	45	(N)
Timkit [H-F]	Morocco	Direction des Aménagements Hydrauliques	G I	Ifegh	14	- /10	- /15	- /18	- /19	56	183	124	146	0.65	(5)	0.65	(1)*	0.65	(1)*	300	300	56	24	(N)
Mangshan	China		F H I W	Changlehe	133	- /15	- /16	- /18	- /19	101	355
Zhuangli	China	Zhuangli reservoir construction and management office	F H I W	Shizihe	133	- /15	- /17	- /18	- /19	44	49
Yeşilvadi (Beylerderesi)	Turkey	DSI - State Hydraulic Works	I	Beyler	5	- /16	- /17	- /18	- /19	39	249	170		V	(1)	1.00	(1)			330	330	93	62	(F)
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)
Çay	Turkey	DSI - State Hydraulic Works	I	Uludere	1	03/17	07/18	09/19	08/20	52	122	55		0.10	(1)	0.80	(1)			300		75	50
Karamürsel Ihsaniye	Turkey	DSI - State Hydraulic Works	I W	Suludere	9	03/16	07/17	09/19	10/19	69	212	130	185	0.10	(1)	0.80	(1)			300	300	75	45	(F)
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)
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
Mellègue Amont [H-F]	Tunisia	Ministère de l’Agriculture	H I	Oued Mellègue	195	- /16	- /17	- /19	- /20	68	430	500	560	0.60		0.60		0.60				90	0	(-)
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	(-)
Sharab Garod	Iran	Kohgiloye-Boyerahmad Water Authority	I	Sharab Garod	1	- /12	- /14	- /20	- /22	15	75		12
Dereçati	Turkey	DSI - State Hydraulic Works	I	Büyükdere	2	- /16	- /18	- /20	- /21	51	174	110
Tan My	Vietnam	Ministry of Agriculture and Rural Development	H I W	Cai	219	- /16	- /18	- /20	- /21	67	603	510	640
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
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)*
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)
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)
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	(-)
Kapiçay	Turkey	DSI - State Hydraulic Works	H I	Basgöz	5	- /14	- /18	- /22	- /24	50	136	126		V	(1)	0.80	(1)			300		84	56
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)
Haciömer	Turkey	DSI - State Hydraulic Works	I	Say	4	- /18	- /20	- /22	- /23	50	173	94		V	(1)	0.80	(1)
Çalıcaalan	Turkey	DSI - State Hydraulic Works	I	Gök Creek	1	- /15	- /20	- /22	- /24	33	195	50
Uluhan	Turkey	DSI - State Hydraulic Works	I	Gök Creek	1	- /17	- /20	- /22	- /24	31	228	30
Kızlaryolu	Turkey	DSI - State Hydraulic Works	H I	Devrez	115	- /17	- /20	- /22	- /23	92	261	447
Sorkun [H-F]	Turkey	DSI - State Hydraulic Works	I	Dokuzsele Creek	1	07/17	- /20	- /22	- /24	24	160	42
Guangshan	China	Large and medium sized Irrigation District Service Center of Qiannan Prefecture	I W	Qingshui	1	04/20	- /21	- /22	- /22	32	198			V	(1)	V 1.00	(1) (17)	none						(F)
Babus	Turkey	DSI - State Hydraulic Works	I	Fındıklı Creek	1	06/18	- /21	- /22	09/23	35	229	48		V	(1)	0.80	(1)*
Yozgat (Akdagmadeni) Bahçecik	Turkey	DSI - State Hydraulic Works	I	Gökdelen	33	- /15	- /18	- /23	- /24	70	494	614		V	(1)	0.80	(1)			300		84	56	(F)
Göle Durançam	Turkey	DSI - State Hydraulic Works	I	Kür Çayı	37	- /16	- /19	- /23	- /24	22	107	22		V		0.70
Akçali 2	Turkey	DSI - State Hydraulic Works	I	Sagin	1	- /16	- /19	- /23	- /24	40	148		72	0.10	(1)	0.70	(1)*	0.70	(12)	300	300	90	60	(F)
Gündüzler	Turkey	DSI - State Hydraulic Works	I	Degirmen	8	- /16	- /19	- /23	- /24	65	384	280		V	(1)	0.75	(1)			300	300	113	37	(F)
Uzundere	Turkey	DSI - State Hydraulic Works	I	Uzun Creek	1	- /16	- /20	- /23	- /24	42	59	35
Aldegirmen	Turkey	DSI - State Hydraulic Works	I W	Akasya	24	- /17	- /20	- /23	- /24	59	227		189	V	(1)	0.80	(1)*	0.80	(12)	300	300	55	45	(F)
Akçakoca Altunçay	Turkey	DSI - State Hydraulic Works	I	Kilsuyu Creek	1	- /18	- /20	- /23	- /24	33	95		24
Inandik	Turkey	DSI - State Hydraulic Works	I	Inandik	31	04/18	- /20	- /23	- /24	73	343	271		0.15	(1)	0.80	(1)			300		80	80
Jalaur afterbay dam	Philippines	National Irrigation Administration (NIA)	F H I W	Jalaur		- /19	- /21	- /23	07/24	38	150
Jalaur High Dam (JRMP 2)	Philippines	National Irrigation Administration (NIA)	F H I W	Jalaur	229	- /19	- /21	- /23	07/24	109	267
Manavgat Çardak	Turkey	DSI - State Hydraulic Works	H I	Sağırın Çayı	8	- /17	- /22	- /23	- /24	44	185	540
Maiwan	China	Maiwan Water Conservancy	H I	Nandu	615	04/20	03/22	05/24	07/25	79	377
Gölecik	Turkey	DSI - State Hydraulic Works	I W	Gölecik	36	12/16	02/21	06/24	- /24	95	424		900	V	(3')	0.80	(3')*	0.80	(12)	300	300	72	48	(F)
Sidi Abbou	Morocco	Direction des Aménagements Hydrauliques	F H I W	Leben	200	03/21	01/23	06/24	- /25	71	149	207	257	V	(1)	0.90	(1)*	0.90	(1)	300	300	110	0
Naruse [H-F]	Japan	Ministry of Land, Infrastructure, Transport and Tourism	F H I W	Naruse	79	05/18	10/19	08/24	11/26	115	755	4450	4850
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
Toga	Japan	Ministry of Land, Infrastructure, Transport and Tourism	F I N	Toga	31	- /17	- /19	- /24	- /25	112	232		570	0.10 0.60	(1) (1)	0.69	(1)	0.69	(1)
Tianjiaotan	China		I W	Beimen	191	04/20	11/21	- /24	08/25	52	295
Song Giang 1	Vietnam	Nexif Energy & Song Giang Hydropower Joint Stock Company	H I	Song Cái Nha Trong		- /19	- /22	- /24	- /25	26
Tekke Kavakli	Turkey	DSI - State Hydraulic Works	I W	Çat	2	- /19	- /22	- /24	- /25	42	325	225
Ula Çıtlık	Turkey	DSI - State Hydraulic Works	I	Büyükdere	1	- /17	- /22	- /24	- /26	29	125	30
Mashkid 2	Iran	Sistan and Balouchestan Water Authority	F I W	Simish & Mashkid	115	10/17	04/22	- /24	- /25	36	1450	650	850
Daxingzhai	China		I W	Tong	113	06/22	02/24	06/25	- /26	69	288
Tersun	Turkey	DSI - State Hydraulic Works	I	Tersun	9	- /16	- /20	- /25	- /26	51	236	205		0.05	(1)	0.80	(1)
El-Janneh [A-G]	Lebanon	EBML	H I W	Ibrahim (Abraham)	38	- /15	02/20	- /25	- /26	162	350	1450								300	300
Üzengili	Turkey	DSI - State Hydraulic Works	I	Büyük Creek	1	- /18	- /21	- /25	- /26	50	157	94		0.10	(1)	0.80	(1)
Tang e Mashooreh [A]	Iran	Lorestan Water Authority	F I W	Karkheh	55	- /13	- /22	- /25	- /26	73	220
Niulu	China		H I W	Niulushi	66	- /18	- /22	- /25	- /26	80	391
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
Shafaroud	Iran	Iran Water & Power Development Company (IWPCo)	H I W	Shafaroud	52	03/12	03/20	07/24	11/25	101	300	725	740	0.10 0.50	(3')	0.80	(3')*	0.80	(12)	300	300
Kheng Grou	Morocco	Direction des Aménagements Hydrauliques	F I W	Kheng Grou	1070	04/22	01/24	08/26	- /26	79	196	550	55	0.20	(5)	1.00	(5)	1.00	(13)	300	3000
Bahoosh	Iran	Bushehr Water Company	F I	Bahoosh	9	- /12	- /18	- /26	- /28	37
Gwayi-Shangani	Zimbabwe	Zimbabwe National Water Authority (Zinwa)	H I W	Gwayi	634	09/04	- /22	- /26	- /27	72	305		300									60	140	(F)
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
Taghzirt	Morocco	Direction des Aménagements Hydrauliques	H I	Derna	85	- /22	- /24	- /26	- /27	95
Manavgat Yeniköy Yerköprü	Turkey	DSI - State Hydraulic Works	I	Hamam Suyu	1	09/23	- /25	- /26	- /26	35	193		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
Söylemez	Turkey	DSI - State Hydraulic Works	H I	Aras	1295	04/22	04/24	11/27	09/28	113	270	718	750
Oued Lakhdar	Morocco	Direction des Aménagements Hydrauliques	F H I W	Lakhdar	150	- /23	- /25	- /27	- /27	110
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)
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.

Nangankou

Full Dam Information

Details

Country: China

Owner: Dongqiao County

Type: Gravity

Purpose(s): Irrigation

River: Zaoshui

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/69

Start of RCC: -/69

End of RCC: -/71

End of Project: -/72

Specifications

Height: 32 metres

Length: 85 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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)

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)

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)

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

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)

Ain al Koreima

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation

River: Akrech

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 06/87

Start of RCC: 06/87

End of RCC: 02/88

End of Project: 03/88

Specifications

Height: 26 metres

Length: 124 metres

Volume of RCC: 17 m³x10³

Total volume: 20 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.60	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
350	350

Cementitious material

Cement (kg/m³)
70
140

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

Shiramizugawa

Full Dam Information

Details

Country: Japan

Owner: Yamagata Prefecture

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Shiromizu

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 10/84

Start of RCC: 10/84

End of RCC: 06/88

End of Project: 04/90

Specifications

Height: 55 metres

Length: 367 metres

Volume of RCC: 142 m³x10³

Total volume: 314 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

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

Cementitious material

Cement (kg/m³)
96

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

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)

Spitskop

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Gravity

Purpose(s): Irrigation

River: Harts

Reservoir capacity: 61 m³x10⁶

Construction Dates

Start of Project: 05/88

Start of RCC: 05/88

End of RCC: 06/89

End of Project: 11/89

Specifications

Height: 15 metres

Length: 100 metres

Volume of RCC: 17 m³x10³

Total volume: 36 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.70	RCC supported by fill shoulders

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
91

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

Rongdi

Full Dam Information

Details

Country: China

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

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Dulanghe

Reservoir capacity: 19 m³x10⁶

Construction Dates

Start of Project: 04/88

Start of RCC: 04/88

End of RCC: 07/89

End of Project: 06/91

Specifications

Height: 53 metres

Length: 136 metres

Volume of RCC: 61 m³x10³

Total volume: 108 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
0.75	RCC against precast concrete blocks

Spillway

Slope	Type
0.65	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90
69

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

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

Tongjiezi (with Niurixigou saddle dam)

Full Dam Information

Details

Country: China

Owner: Guodian Dadu River Basin Hydropower Development Co.

Type: Gravity

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

River: Dadu

Reservoir capacity: 200 m³x10⁶

Construction Dates

Start of Project: 01/85

Start of RCC: 01/85

End of RCC: 12/89

End of Project: 10/94

Specifications

Height: 88 metres

Length: 1029 metres

Volume of RCC: 407 m³x10³

Total volume: 855 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against precast concrete blocks

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

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

Cementitious material

Cement (kg/m³)
79
82

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

Tongjiezi (with Niurixigou saddle dam) completed

Tashkumyr

Full Dam Information

Details

Country: Kyrgyzstan

Owner: Ministry of Power Industry

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Naryn

Reservoir capacity: 140 m³x10⁶

Construction Dates

Start of Project: -/82

Start of RCC: -/82

End of RCC: 12/89

End of Project: 12/90

Specifications

Height: 75 metres

Length: 320 metres

Volume of RCC: 100 m³x10³

Total volume: 1300 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
90

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

Pirika

Full Dam Information

Details

Country: Japan

Owner: Hokkaido Development Bureau

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Shirobeshit-oshibetsu

Reservoir capacity: 18 m³x10⁶

Construction Dates

Start of Project: 10/82

Start of RCC: 10/82

End of RCC: -/89

End of Project: 10/91

Specifications

Height: 40 metres

Length: 755 metres

Volume of RCC: 163 m³x10³

Total volume: 360 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

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

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)

Caraibas - CEMIG

Full Dam Information

Details

Country: Brazil

Owner: CEMIG (Companhia Energetica de Minas Gerais)

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Caraibas

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 04/90

Start of RCC: 04/90

End of RCC: 09/90

End of Project: 02/91

Specifications

Height: 26 metres

Length: 160 metres

Volume of RCC: 18 m³x10³

Total volume: 22 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

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

Aoulouz

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

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

River: Souss

Reservoir capacity: 110 m³x10⁶

Construction Dates

Start of Project: 03/88

Start of RCC: 03/88

End of RCC: 09/90

End of Project: 11/91

Specifications

Height: 79 metres

Length: 476 metres

Volume of RCC: 680 m³x10³

Total volume: 850 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.85	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.85	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
500	500

Cementitious material

Cement (kg/m³)
84
63

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

Thornlea

Full Dam Information

Details

Country: South Africa

Owner: Umlaas Irrigation Board

Type: Gravity

Purpose(s): Irrigation

River: Mlazi

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 06/90

Start of RCC: 06/90

End of RCC: 12/90

End of Project: 02/91

Specifications

Height: 17 metres

Length: 135 metres

Volume of RCC: 16 m³x10³

Total volume: 17 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.90	RCC against formwork [stepped face]

Spillway

Slope	Type
0.90	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
170	170

Cementitious material

Cement (kg/m³)
38

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

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)

La Puebla de Cazalla

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Guadalquivir

Type: Gravity

Purpose(s): Irrigation

River: Corbones

Reservoir capacity: 74 m³x10⁶

Construction Dates

Start of Project: 03/88

Start of RCC: 03/88

End of RCC: 10/91

End of Project: 12/91

Specifications

Height: 71 metres

Length: 220 metres

Volume of RCC: 205 m³x10³

Total volume: 220 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork
0.20	RCC against formwork

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.80	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

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)

Kroombit

Full Dam Information

Details

Country: Australia

Owner: Water Resources Commission, Queensland

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: Kroombit Creek

Reservoir capacity: 13 m³x10⁶

Construction Dates

Start of Project: 03/92

Start of RCC: 03/92

End of RCC: 10/92

End of Project: 12/92

Specifications

Height: 26 metres

Length: 250 metres

Volume of RCC: 84 m³x10³

Total volume: 110 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
82

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

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)

Wan’an

Full Dam Information

Details

Country: China

Owner: China Guodian Corporation

Type: Gravity

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

River: Gan

Reservoir capacity: 2216 m³x10⁶

Construction Dates

Start of Project: 11/84

Start of RCC: 11/84

End of RCC: 12/92

End of Project: 06/94

Specifications

Height: 68 metres

Length: 1104 metres

Volume of RCC: 156 m³x10³

Total volume: 1480 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
ogee	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65

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

Trigomil

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Ayuguila

Reservoir capacity: 324 m³x10⁶

Construction Dates

Start of Project: 12/86

Start of RCC: 12/86

End of RCC: 12/92

End of Project: 12/93

Specifications

Height: 107 metres

Length: 250 metres

Volume of RCC: 362 m³x10³

Total volume: 681 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels
0.24

Downstream

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

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
148

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

Paxton

Full Dam Information

Details

Country: South Africa

Owner: Private farmer

Type: Gravity

Purpose(s): Irrigation

River: Tsorwo

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/90

Start of RCC: -/90

End of RCC: 12/92

End of Project: -/92

Specifications

Height: 17 metres

Length: 70 metres

Volume of RCC: 3 m³x10³

Total volume: 3 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
Vertical	RCC against formwork
0.50

Spillway

Slope	Type
0.50	RCC against formwork

Placement

Layers (mm)	Lifts (mm)
150	150

Cementitious material

Cement (kg/m³)
70

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

Guxian (GuhXiahn)

Full Dam Information

Details

Country: China

Owner: Yellow River Conservancy Commission

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Luo

Reservoir capacity: 1175 m³x10⁶

Construction Dates

Start of Project: -/78

Start of RCC: -/78

End of RCC: -/92

End of Project: -/93

Specifications

Height: 125 metres

Length: 315 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Marathia

Full Dam Information

Details

Country: Greece

Owner: Ministry of Agriculture

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Marathia

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 11/91

Start of RCC: 11/91

End of RCC: 04/93

End of Project: 06/93

Specifications

Height: 28 metres

Length: 265 metres

Volume of RCC: 31 m³x10³

Total volume: 48 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.50	RCC against precast concrete blocks

Spillway

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

Placement

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

Cementitious material

Cement (kg/m³)
55

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

Puding

Full Dam Information

Details

Country: China

Owner: Guizhou Qianyuan Power Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower / Irrigation / Water Supply

River: Sanchahe

Reservoir capacity: 377 m³x10⁶

Construction Dates

Start of Project: 03/89

Start of RCC: 03/89

End of RCC: 05/93

End of Project: 02/94

Specifications

Height: 75 metres

Length: 196 metres

Volume of RCC: 103 m³x10³

Total volume: 137 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.35	Traditional concrete against formwork

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85
54

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

Imi el Kheng

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: Berhil

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: 04/92

Start of RCC: 04/92

End of RCC: 07/93

End of Project: 04/94

Specifications

Height: 39 metres

Length: 170 metres

Volume of RCC: 97 m³x10³

Total volume: 109 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100
110

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

Sierra Brava

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Guadiana

Type: Gravity

Purpose(s): Irrigation

River: Pizarroso

Reservoir capacity: 232 m³x10⁶

Construction Dates

Start of Project: 12/90

Start of RCC: 12/90

End of RCC: 11/93

End of Project: 12/93

Specifications

Height: 54 metres

Length: 835 metres

Volume of RCC: 277 m³x10³

Total volume: 340 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	Slip-formed/extruded facing elements

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

Vinoramas

Full Dam Information

Details

Country: Mexico

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

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: El Bledal

Reservoir capacity: 102 m³x10⁶

Construction Dates

Start of Project: 10/91

Start of RCC: 10/91

End of RCC: 12/93

End of Project: 01/94

Specifications

Height: 50 metres

Length: 807 metres

Volume of RCC: 117 m³x10³

Total volume: 184 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
100	Milled sand

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

Sep

Full Dam Information

Details

Country: France

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

Type: Gravity

Purpose(s): Irrigation

River: Sep

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 04/93

Start of RCC: 04/93

End of RCC: 01/94

End of Project: 03/94

Specifications

Height: 46 metres

Length: 145 metres

Volume of RCC: 49 m³x10³

Total volume: 58 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast before RCC placement

Downstream

Slope	Type
0.72	Mechanically compacted unformed face of RCC

Spillway

Slope	Type
0.72	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

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

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

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

La Touche Poupard

Full Dam Information

Details

Country: France

Owner: CAEDS

Type: Gravity

Purpose(s): Irrigation

River: Chambon

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: 08/93

Start of RCC: 08/93

End of RCC: 08/94

End of Project: 12/94

Specifications

Height: 36 metres

Length: 200 metres

Volume of RCC: 34 m³x10³

Total volume: 46 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

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

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

Maojiang

Full Dam Information

Details

Country: China

Owner: Lanshan County Hydropower Bureau

Type: Thin Arch

Purpose(s): Hydropower / Irrigation

River: Xiang

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/92

Start of RCC: -/92

End of RCC: -/94

End of Project: -/95

Specifications

Height: 45 metres

Length: 150 metres

Volume of RCC: -

Total volume: 45 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

Sishanping

Full Dam Information

Details

Country: China

Owner: Huangcen Reservoir Management Office

Type: Thin Arch

Purpose(s): Flood Control / Hydropower / Irrigation

River: Leishui

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/92

Start of RCC: -/92

End of RCC: -/94

End of Project: -/95

Specifications

Height: 56 metres

Length: 147 metres

Volume of RCC: -

Total volume: 18 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

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)

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

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)

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)

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)

Bailongtan

Full Dam Information

Details

Country: China

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

Type: Gravity

Purpose(s): Hydropower / Irrigation / Navigation

River: Hongshuihe

Reservoir capacity: 340 m³x10⁶

Construction Dates

Start of Project: 02/93

Start of RCC: 02/93

End of RCC: 04/96

End of Project: 08/97

Specifications

Height: 34 metres

Length: 710 metres

Volume of RCC: 62 m³x10³

Total volume: 80 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73
99

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

Mantaicheng

Full Dam Information

Details

Country: China

Owner: Wangqing County Water Conservancy Bureau

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Gayahe

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 08/92

Start of RCC: 08/92

End of RCC: 12/96

End of Project: 08/97

Specifications

Height: 37 metres

Length: 337 metres

Volume of RCC: 78 m³x10³

Total volume: 100 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against precast concrete blocks

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	1000

Cementitious material

Cement (kg/m³)
60

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

Tomisato

Full Dam Information

Details

Country: Japan

Owner: Water Resources Development Public Corporation

Type: Gravity

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

River: Douzan

Reservoir capacity: 53 m³x10⁶

Construction Dates

Start of Project: 02/92

Start of RCC: 02/92

End of RCC: 02/97

End of Project: 03/00

Specifications

Height: 111 metres

Length: 250 metres

Volume of RCC: 355 m³x10³

Total volume: 510 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.76	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750
	1000

Cementitious material

Cement (kg/m³)
84
72

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

Platanovryssi

Full Dam Information

Details

Country: Greece

Owner: Public Power Corporation (PPC)

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Nestos

Reservoir capacity: 84 m³x10⁶

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 03/97

End of Project: 06/99

Specifications

Height: 95 metres

Length: 305 metres

Volume of RCC: 420 m³x10³

Total volume: 440 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Slip-formed/extruded facing elements

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
50

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

Wanyao

Full Dam Information

Details

Country: China

Owner: Wanyao Reservoir Management Bureau

Type: Gravity

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

River: Dahexi

Reservoir capacity: 223 m³x10⁶

Construction Dates

Start of Project: 10/93

Start of RCC: 10/93

End of RCC: 05/97

End of Project: 07/97

Specifications

Height: 83 metres

Length: 390 metres

Volume of RCC: 320 m³x10³

Total volume: 458 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.70	Traditional concrete against precast concrete panels

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

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

Atance

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Tajo

Type: Gravity

Purpose(s): Irrigation

River: Salado

Reservoir capacity: 35 m³x10⁶

Construction Dates

Start of Project: 07/96

Start of RCC: 07/96

End of RCC: 07/97

End of Project: 10/97

Specifications

Height: 45 metres

Length: 184 metres

Volume of RCC: 65 m³x10³

Total volume: 75 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.80	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
57

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

Takisato

Full Dam Information

Details

Country: Japan

Owner: Hokkaido Development Bureau

Type: Gravity

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

River: Sorachi

Reservoir capacity: 108 m³x10⁶

Construction Dates

Start of Project: 10/90

Start of RCC: 10/90

End of RCC: 07/97

End of Project: 06/00

Specifications

Height: 50 metres

Length: 445 metres

Volume of RCC: 327 m³x10³

Total volume: 455 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.06	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

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

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

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

Contraembalse de Moncion

Full Dam Information

Details

Country: Dominican Republic

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

Type: Hardfill

Purpose(s): Flood Control / Hydropower / Irrigation

River: Mao

Reservoir capacity: 8 m³x10⁶

Construction Dates

Start of Project: 07/95

Start of RCC: 07/95

End of RCC: 03/98

End of Project: 06/98

Specifications

Height: 28 metres

Length: 254 metres

Volume of RCC: 130 m³x10³

Total volume: 155 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.70	Traditional concrete against formwork

Downstream

Slope	Type
0.67	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

Bouhouda

Full Dam Information

Details

Country: Morocco

Owner: Direction des Arrenagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: S’ra

Reservoir capacity: 56 m³x10⁶

Construction Dates

Start of Project: 05/95

Start of RCC: 05/95

End of RCC: 05/98

End of Project: 09/98

Specifications

Height: 55 metres

Length: 174 metres

Volume of RCC: 165 m³x10³

Total volume: 186 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100
120

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

Hayachine

Full Dam Information

Details

Country: Japan

Owner: Iwate Prefecture

Type: Gravity

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

River: Hienuki

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 03/93

Start of RCC: 03/93

End of RCC: 06/98

End of Project: 03/00

Specifications

Height: 74 metres

Length: 333 metres

Volume of RCC: 141 m³x10³

Total volume: 333 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.76	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

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

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)

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

Waijin

Full Dam Information

Details

Country: China

Owner: Fushan Power Station Management Bureau

Type: Thin Arch

Purpose(s): Hydropower / Irrigation

River: Nanxi

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: -/94

Start of RCC: -/94

End of RCC: -/98

End of Project: -/99

Specifications

Height: 47 metres

Length: 235 metres

Volume of RCC: -

Total volume: 240 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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

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)

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)

Las Blancas

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Irrigation

River: Álomo & Soso

Reservoir capacity: 124 m³x10⁶

Construction Dates

Start of Project: 08/98

Start of RCC: 08/98

End of RCC: 12/99

End of Project: 11/00

Specifications

Height: 32 metres

Length: 2795 metres

Volume of RCC: 221 m³x10³

Total volume: 316 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with geomembrane

Downstream

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

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

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

Ponto Novo

Full Dam Information

Details

Country: Brazil

Owner: CERB (Companhia de Engenharia Rural da Bahia)

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Itapicuru-açu

Reservoir capacity: 39 m³x10⁶

Construction Dates

Start of Project: 05/98

Start of RCC: 05/98

End of RCC: 12/99

End of Project: 02/00

Specifications

Height: 26 metres

Length: 266 metres

Volume of RCC: 90 m³x10³

Total volume: 105 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	RCC against formwork [stepped face]

Spillway

Slope	Type
	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
72

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

Zanja Honda

Full Dam Information

Details

Country: Colombia

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Chenche

Reservoir capacity: -

Construction Dates

Start of Project: -/97

Start of RCC: -/97

End of RCC: -/99

End of Project: -/00

Specifications

Height: 24 metres

Length: -

Volume of RCC: 75 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
75

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

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)

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

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)

Shinmiyagawa

Full Dam Information

Details

Country: Japan

Owner: Ministry of Agriculture

Type: Gravity

Purpose(s): Irrigation

River: Miya

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 03/94

Start of RCC: 03/94

End of RCC: 08/00

End of Project: 03/03

Specifications

Height: 69 metres

Length: 325 metres

Volume of RCC: 393 m³x10³

Total volume: 480 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.83	Traditional concrete against formwork

Spillway

Slope	Type
0.83	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
91

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

Tannur

Full Dam Information

Details

Country: Jordan

Owner: Jordan Valley Authority, Ministry of Water and Irrigation

Type: Gravity

Purpose(s): Irrigation

River: Wadi al Hasa

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 02/99

Start of RCC: 02/99

End of RCC: 12/00

End of Project: 09/01

Specifications

Height: 60 metres

Length: 270 metres

Volume of RCC: 250 m³x10³

Total volume: 250 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	1200

Cementitious material

Cement (kg/m³)
125
120

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

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

R'mil

Full Dam Information

Details

Country: Tunisia

Owner: Ministre de l’Agriculture

Type: Gravity

Purpose(s): Irrigation

River: R’mil

Reservoir capacity: 44 m³x10⁶

Construction Dates

Start of Project: 08/99

Start of RCC: 08/99

End of RCC: 05/01

End of Project: 11/01

Specifications

Height: 18 metres

Length: 260 metres

Volume of RCC: 64 m³x10³

Total volume: 160 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC supported by fill shoulders

Downstream

Slope	Type
0.90	Mechanically compacted unformed face of RCC

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

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

Shimenzi

Full Dam Information

Details

Country: China

Owner: Shimenzi Reservoir Engineering Management Office

Type: Thin Arch

Purpose(s): Hydropower / Irrigation / Water Supply

River: Taxi

Reservoir capacity: 80 m³x10⁶

Construction Dates

Start of Project: 06/98

Start of RCC: 06/98

End of RCC: 06/01

End of Project: 10/01

Specifications

Height: 110 metres

Length: 176 metres

Volume of RCC: 188 m³x10³

Total volume: 211 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
Vertical	RCC against formwork
0.18	RCC against formwork

Spillway

Slope	Type
crest	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
93
62

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

Safad

Full Dam Information

Details

Country: UAE

Owner: Ministry of Agriculture and Fisheries

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: -

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: 06/01

End of Project: -/01

Specifications

Height: 19 metres

Length: 100 metres

Volume of RCC: 9 m³x10³

Total volume: 10 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

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

Chubetsu

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure and Transport

Type: Gravity

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

River: Chubetu

Reservoir capacity: 93 m³x10⁶

Construction Dates

Start of Project: 03/94

Start of RCC: 03/94

End of RCC: 08/01

End of Project: 03/04

Specifications

Height: 86 metres

Length: 290 metres

Volume of RCC: 523 m³x10³

Total volume: 1007 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750
	1000

Cementitious material

Cement (kg/m³)
84

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

Showkah

Full Dam Information

Details

Country: UAE

Owner: Ministry of Agriculture and Fisheries

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: -

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: 10/01

End of Project: -/01

Specifications

Height: 24 metres

Length: 105 metres

Volume of RCC: 18 m³x10³

Total volume: 20 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Reinforced conventional concrete cast before RCC placement

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

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

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

Estreito

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

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

River: Curimatá

Reservoir capacity: 24 m³x10⁶

Construction Dates

Start of Project: -/97

Start of RCC: -/97

End of RCC: -/01

End of Project: 11/02

Specifications

Height: 26 metres

Length: 300 metres

Volume of RCC: 12 m³x10³

Total volume: 14 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

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

Xiaoxihe

Full Dam Information

Details

Country: China

Owner: Department of Electricity, Feng Shun County

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Xiaoxihe

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: -/01

End of Project: -/02

Specifications

Height: 62 metres

Length: 103 metres

Volume of RCC: 47 m³x10³

Total volume: 66 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

Mae Suai

Full Dam Information

Details

Country: Thailand

Owner: Royal Irrigation Department (RID)

Type: Gravity

Purpose(s): Irrigation

River: Mae Suai

Reservoir capacity: 73 m³x10⁶

Construction Dates

Start of Project: 11/99

Start of RCC: 11/99

End of RCC: 01/02

End of Project: 07/02

Specifications

Height: 59 metres

Length: 340 metres

Volume of RCC: 300 m³x10³

Total volume: 350 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.15	RCC supported by fill shoulders

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

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

La Cañada

Full Dam Information

Details

Country: Bolivia

Owner: Prefectura del Departamento de Santa Cruz

Type: Gravity

Purpose(s): Irrigation

River: Comarapa

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 08/00

Start of RCC: 08/00

End of RCC: 02/02

End of Project: 06/02

Specifications

Height: 52 metres

Length: 154 metres

Volume of RCC: 72 m³x10³

Total volume: 77 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
305	305

Cementitious material

Cement (kg/m³)
140

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

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)

Yangxishui Nº1

Full Dam Information

Details

Country: China

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

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Yangxi

Reservoir capacity: 100 m³x10⁶

Construction Dates

Start of Project: 12/00

Start of RCC: 12/00

End of RCC: 11/02

End of Project: 06/03

Specifications

Height: 82 metres

Length: 244 metres

Volume of RCC: 241 m³x10³

Total volume: 340 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

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

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

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

Carnaúba

Full Dam Information

Details

Country: Brazil

Owner: Secretaria Recursos Hídricos

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Quixeré

Reservoir capacity: 26 m³x10⁶

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: 11/02

End of Project: -/03

Specifications

Height: 19 metres

Length: 700 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type
	[stepped face]

Spillway

Slope	Type
	[stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

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

Koyama

Full Dam Information

Details

Country: Japan

Owner: Ibaraki Prefecture

Type: Gravity

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

River: Ohkita

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 11/94

Start of RCC: 11/94

End of RCC: 12/02

End of Project: 03/05

Specifications

Height: 65 metres

Length: 462 metres

Volume of RCC: 270 m³x10³

Total volume: 531 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

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

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

Linhekou

Full Dam Information

Details

Country: China

Owner: Shaanxi Lan River Hydropower Development Corporation

Type: Thin Arch

Purpose(s): Hydropower / Irrigation

River: Lanhe

Reservoir capacity: 147 m³x10⁶

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: 06/03

End of Project: -/04

Specifications

Height: 100 metres

Length: 311 metres

Volume of RCC: 229 m³x10³

Total volume: 293 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
ogee	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
74
66

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

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)

Khun Dan Prakan Chon (formerly Tha Dan)

Full Dam Information

Details

Country: Thailand

Owner: Royal Irrigation Department

Type: Gravity

Purpose(s): Irrigation

River: Nakhon Nayok

Reservoir capacity: 224 m³x10⁶

Construction Dates

Start of Project: 11/99

Start of RCC: 11/99

End of RCC: 07/04

End of Project: 01/05

Specifications

Height: 95 metres

Length: 2600 metres

Volume of RCC: 4900 m³x10³

Total volume: 5400 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Slip-formed/extruded facing elements
0.40

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

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

Khun Dan Prakan Chon (formerly Tha Dan) completed

Pedrógão

Full Dam Information

Details

Country: Portugal

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

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Guadiana

Reservoir capacity: 106 m³x10⁶

Construction Dates

Start of Project: 08/02

Start of RCC: 08/02

End of RCC: 08/04

End of Project: -/05

Specifications

Height: 43 metres

Length: 448 metres

Volume of RCC: 172 m³x10³

Total volume: 392 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
55

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

Tamesna (formerly Boukerkour)

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

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

River: Zamrine

Reservoir capacity: 56 m³x10⁶

Construction Dates

Start of Project: 05/03

Start of RCC: 05/03

End of RCC: 09/04

End of Project: 05/05

Specifications

Height: 69 metres

Length: 220 metres

Volume of RCC: 190 m³x10³

Total volume: 215 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

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

Letan

Full Dam Information

Details

Country: China

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

Type: Gravity

Purpose(s): Hydropower / Irrigation / Navigation

River: Xijiang

Reservoir capacity: 950 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/04

End of Project: -/05

Specifications

Height: 66 metres

Length: 586 metres

Volume of RCC: 50 m³x10³

Total volume: 210 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Yujianhe

Full Dam Information

Details

Country: China

Owner: Guiyang Water Conservancy Bureau

Type: Thin Arch

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

River: Wu

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/04

End of Project: -/05

Specifications

Height: 81 metres

Length: 180 metres

Volume of RCC: 105 m³x10³

Total volume: 110 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10

Downstream

Slope	Type
0.76

Spillway

Slope	Type
0.76

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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)

Hassan II (formerly Sidi Said)

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

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

River: Moulouya

Reservoir capacity: 400 m³x10⁶

Construction Dates

Start of Project: 02/01

Start of RCC: 02/01

End of RCC: 04/05

End of Project: 03/06

Specifications

Height: 115 metres

Length: 577 metres

Volume of RCC: 590 m³x10³

Total volume: 690 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65
80

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

Hassan II (formerly Sidi Said) completed

Amata

Full Dam Information

Details

Country: Mexico

Owner: CFE (Comisión Federal de Electricidad)

Type: Gravity

Purpose(s): Irrigation

River: San Lorenzo

Reservoir capacity: 14 m³x10⁶

Construction Dates

Start of Project: 11/03

Start of RCC: 11/03

End of RCC: 04/05

End of Project: 06/05

Specifications

Height: 30 metres

Length: 218 metres

Volume of RCC: 42 m³x10³

Total volume: 60 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with geomembrane
1.00

Downstream

Slope	Type
1.00	RCC against formwork [stepped face]

Spillway

Slope	Type
1.00	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
120

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

Jagin

Full Dam Information

Details

Country: Iran

Owner: Hormozgan Water Authority

Type: Gravity

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

River: Jagin

Reservoir capacity: 300 m³x10⁶

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: 05/05

End of Project: 09/07

Specifications

Height: 78 metres

Length: 220 metres

Volume of RCC: 232 m³x10³

Total volume: 382 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
105
160

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

Zhaolaihe

Full Dam Information

Details

Country: China

Owner: Changyang Electric Power Bureau

Type: Thin Arch

Purpose(s): Hydropower / Irrigation / Water Supply

River: Duhu

Reservoir capacity: 70 m³x10⁶

Construction Dates

Start of Project: 12/03

Start of RCC: 12/03

End of RCC: 05/05

End of Project: 10/05

Specifications

Height: 107 metres

Length: 206 metres

Volume of RCC: 166 m³x10³

Total volume: 255 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
84
126

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

Çindere

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Hardfill

Purpose(s): Hydropower / Irrigation / Water Supply

River: Buyuk Menderes

Reservoir capacity: 82 m³x10⁶

Construction Dates

Start of Project: 04/94

Start of RCC: 04/94

End of RCC: 05/05

End of Project: 11/07

Specifications

Height: 107 metres

Length: 280 metres

Volume of RCC: 1500 m³x10³

Total volume: 1685 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.70	Traditional concrete against precast concrete panels with geomembrane

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.89	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
50

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

Suofengying

Full Dam Information

Details

Country: China

Owner: Guizhou-Wujiang Hydropower Development Co. Ltd.

Type: Gravity

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

River: Wu

Reservoir capacity: 201 m³x10⁶

Construction Dates

Start of Project: 10/00

Start of RCC: 10/00

End of RCC: 08/05

End of Project: 03/06

Specifications

Height: 116 metres

Length: 165 metres

Volume of RCC: 421 m³x10³

Total volume: 739 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
64

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

Kido

Full Dam Information

Details

Country: Japan

Owner: Fukushima Prefecture

Type: Gravity

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

River: Kido

Reservoir capacity: 19 m³x10⁶

Construction Dates

Start of Project: 10/00

Start of RCC: 10/00

End of RCC: 08/05

End of Project: 03/08

Specifications

Height: 94 metres

Length: 350 metres

Volume of RCC: 291 m³x10³

Total volume: 501 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750
	1000

Cementitious material

Cement (kg/m³)
84

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

Paradise (formerly Burnett River)

Full Dam Information

Details

Country: Australia

Owner: Sunwater

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Burnett

Reservoir capacity: 300 m³x10⁶

Construction Dates

Start of Project: 11/03

Start of RCC: 11/03

End of RCC: 09/05

End of Project: 11/05

Specifications

Height: 50 metres

Length: 940 metres

Volume of RCC: 400 m³x10³

Total volume: 400 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with geomembrane

Downstream

Slope	Type
0.64	RCC against formwork [stepped face]

Spillway

Slope	Type
0.64	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
310	310

Cementitious material

Cement (kg/m³)
63

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

Paradise (formerly Burnett River) completed

Cachoeira Grande

Full Dam Information

Details

Country: Brazil

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

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Sapucaia

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/05

End of Project: -/05

Specifications

Height: 16 metres

Length: 207 metres

Volume of RCC: 15 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Artur Tavares de Melo (formerly Guararema)

Full Dam Information

Details

Country: Brazil

Owner: Usina Central Olho D'Água S/A

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Itambé

Reservoir capacity: 21 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/05

End of Project: -/06

Specifications

Height: 30 metres

Length: 306 metres

Volume of RCC: 50 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type
	[stepped face]

Spillway

Slope	Type
	[stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

Artur Tavares de Melo (formerly Guararema) completed

Xixi

Full Dam Information

Details

Country: China

Owner: Xixi Reservoir Development Co. Ltd.

Type: Gravity

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

River: Daxi

Reservoir capacity: 85 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/05

End of Project: -/06

Specifications

Height: 71 metres

Length: 243 metres

Volume of RCC: 231 m³x10³

Total volume: 244 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

Can Asujan

Full Dam Information

Details

Country: Philippines

Owner: National Irrigation Administration

Type: Hardfill

Purpose(s): Irrigation

River: Can Asujan

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 10/03

Start of RCC: 10/03

End of RCC: -/05

End of Project: -/05

Specifications

Height: 42 metres

Length: 135 metres

Volume of RCC: 75 m³x10³

Total volume: 85 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.60	RCC against precast concrete panels with geomembrane

Downstream

Slope	Type
0.60	RCC against precast concrete panels

Spillway

Slope	Type
0.60	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
170	170

Cementitious material

Cement (kg/m³)
100

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

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

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

El Mauro

Full Dam Information

Details

Country: Chile

Owner: -

Type: Hardfill

Purpose(s): Irrigation

River: -

Reservoir capacity: 1088 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/06

Specifications

Height: 23 metres

Length: 380 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Daxia

Full Dam Information

Details

Country: China

Owner: China Guodian Corporation

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Quan

Reservoir capacity: 20 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 88 metres

Length: 160 metres

Volume of RCC: -

Total volume: 205 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Khasooye

Full Dam Information

Details

Country: Iran

Owner: Fars Regional Water Authority

Type: Gravity

Purpose(s): Irrigation

River: Tang Charkhi

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/06

End of Project: -/08

Specifications

Height: 19 metres

Length: 160 metres

Volume of RCC: 22 m³x10³

Total volume: 28 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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

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

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

Silin

Full Dam Information

Details

Country: China

Owner: Guizhou-Wujiang Hydropower Development Corporation

Type: Gravity

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

River: Wujiang

Reservoir capacity: 1593 m³x10⁶

Construction Dates

Start of Project: 11/05

Start of RCC: 11/05

End of RCC: 03/08

End of Project: -/09

Specifications

Height: 117 metres

Length: 310 metres

Volume of RCC: 825 m³x10³

Total volume: 1100 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
66
89

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

Beydag

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Kucuk Menderes

Reservoir capacity: 248 m³x10⁶

Construction Dates

Start of Project: 04/94

Start of RCC: 04/94

End of RCC: 04/08

End of Project: 11/08

Specifications

Height: 95 metres

Length: 800 metres

Volume of RCC: 2350 m³x10³

Total volume: 2650 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.25	Traditional concrete against precast concrete panels with geomembrane

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

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

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

La Breña II

Full Dam Information

Details

Country: Spain

Owner: Acuasur

Type: Gravity

Purpose(s): Irrigation

River: Guadiato

Reservoir capacity: 823 m³x10⁶

Construction Dates

Start of Project: 06/05

Start of RCC: 06/05

End of RCC: 10/08

End of Project: 12/08

Specifications

Height: 119 metres

Length: 685 metres

Volume of RCC: 1441 m³x10³

Total volume: 1600 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
69

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

Toppu

Full Dam Information

Details

Country: Japan

Owner: Hokkaido Prefecture

Type: Gravity

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

River: Toppu

Reservoir capacity: 36 m³x10⁶

Construction Dates

Start of Project: 07/02

Start of RCC: 07/02

End of RCC: 10/08

End of Project: 03/14

Specifications

Height: 78 metres

Length: 309 metres

Volume of RCC: 440 m³x10³

Total volume: 530 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	1000

Cementitious material

Cement (kg/m³)
84

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

Mangla Emergency Spillway Control Weir

Full Dam Information

Details

Country: Pakistan

Owner: WAPDA (Water and Power Development Authority)

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Jhelum

Reservoir capacity: 6500 m³x10⁶

Construction Dates

Start of Project: 08/04

Start of RCC: 08/04

End of RCC: 11/08

End of Project: 01/09

Specifications

Height: 17 metres

Length: 370 metres

Volume of RCC: 54 m³x10³

Total volume: 79 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

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

Mangla Emergency Spillway Control Weir completed

Chbika

Full Dam Information

Details

Country: Morocco

Owner: Direction des Arrenagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation

River: Chbika

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/08

End of Project: -/09

Specifications

Height: 24 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

El Handak

Full Dam Information

Details

Country: Morocco

Owner: Direction des Arrenagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation

River: El Handak

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/08

End of Project: -/09

Specifications

Height: 27 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Pengshui

Full Dam Information

Details

Country: China

Owner: Datang International Power Generation Co. Ltd.

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Changxi

Reservoir capacity: 1465 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/08

End of Project: -/09

Specifications

Height: 117 metres

Length: 326 metres

Volume of RCC: 608 m³x10³

Total volume: 1330 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
64
81

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

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

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

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

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

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

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

Valsamiotis

Full Dam Information

Details

Country: Greece

Owner: Crete Development Organisation

Type: Hardfill

Purpose(s): Irrigation

River: Valsamiotis

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: 10/05

Start of RCC: 10/05

End of RCC: 12/10

End of Project: -/14

Specifications

Height: 63 metres

Length: 335 metres

Volume of RCC: 640 m³x10³

Total volume: 820 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	RCC against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

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

Nuoc Trong

Full Dam Information

Details

Country: Vietnam

Owner: MARD (Ministry of Agriculture and Rural Development)

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Tra Kluc

Reservoir capacity: 290 m³x10⁶

Construction Dates

Start of Project: 10/07

Start of RCC: 10/07

End of RCC: 12/10

End of Project: 05/11

Specifications

Height: 69 metres

Length: 518 metres

Volume of RCC: 446 m³x10³

Total volume: 607 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
125
80

Pozzolan (kg/m³)	Pozzolan Type
218	Natural pozzolan (ASTM Class N)
230

Çaltikoru

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Hardfill

Purpose(s): Irrigation

River: İlyasdere

Reservoir capacity: 42 m³x10⁶

Construction Dates

Start of Project: -/95

Start of RCC: -/95

End of RCC: -/10

End of Project: 12/11

Specifications

Height: 65 metres

Length: 477 metres

Volume of RCC: 743 m³x10³

Total volume: 800 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

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

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

Lechangxia

Full Dam Information

Details

Country: China

Owner: Department of Water Resources, Guandong Province

Type: Gravity

Purpose(s): Hydropower / Irrigation / Navigation

River: Bei

Reservoir capacity: 374 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/10

End of Project: -/11

Specifications

Height: 85 metres

Length: 256 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Francisco J. Múgica (formerly Nueva Italia)

Full Dam Information

Details

Country: Mexico

Owner: Gobierno del Estado de Michoacán

Type: Gravity

Purpose(s): Irrigation

River: El Marqués

Reservoir capacity: 100 m³x10⁶

Construction Dates

Start of Project: 03/08

Start of RCC: 03/08

End of RCC: -/10

End of Project: -/11

Specifications

Height: 90 metres

Length: 375 metres

Volume of RCC: 367 m³x10³

Total volume: 451 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical
0.30

Downstream

Slope	Type
1.00

Spillway

Slope	Type
1.00

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65

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

Francisco J. Múgica (formerly Nueva Italia) completed

Ait Moulay Ahmed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Ain Leuh

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 10/09

Start of RCC: 10/09

End of RCC: 01/11

End of Project: 10/11

Specifications

Height: 29 metres

Length: 136 metres

Volume of RCC: 18 m³x10³

Total volume: 20 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

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

El Puente de Santolea

Full Dam Information

Details

Country: Spain

Owner: Acua Ebro

Type: Gravity

Purpose(s): Irrigation

River: Guadalope

Reservoir capacity: 18 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: 02/11

End of Project: 03/11

Specifications

Height: 35 metres

Length: 203 metres

Volume of RCC: 65 m³x10³

Total volume: 70 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65

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

Las Tunas

Full Dam Information

Details

Country: Argentina

Owner: Provincia de Catamarca

Type: Gravity

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

River: Las Tunas

Reservoir capacity: 101 m³x10⁶

Construction Dates

Start of Project: 02/09

Start of RCC: 02/09

End of RCC: 02/11

End of Project: 12/11

Specifications

Height: 33 metres

Length: 259 metres

Volume of RCC: 30 m³x10³

Total volume: 56 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
200	400

Cementitious material

Cement (kg/m³)
85

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

Okukubi (Kin)

Full Dam Information

Details

Country: Japan

Owner: Okinawa General Bureau, Cabinet Office, Japan

Type: Hardfill

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

River: Okukubi

Reservoir capacity: 79 m³x10⁶

Construction Dates

Start of Project: 03/09

Start of RCC: 03/09

End of RCC: 03/11

End of Project: 07/11

Specifications

Height: 39 metres

Length: 461 metres

Volume of RCC: 339 m³x10³

Total volume: 430 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.80	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against precast concrete panels

Spillway

Slope	Type
0.80	Traditional concrete against precast concrete panels

Placement

Layers (mm)	Lifts (mm)
300	750

Cementitious material

Cement (kg/m³)
80

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

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)

Gomal Zam

Full Dam Information

Details

Country: Pakistan

Owner: WAPDA (Water and Power Development Authority)

Type: Arch-Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Gomal

Reservoir capacity: 1424 m³x10⁶

Construction Dates

Start of Project: 07/02

Start of RCC: 07/02

End of RCC: 09/11

End of Project: 06/13

Specifications

Height: 133 metres

Length: 231 metres

Volume of RCC: 390 m³x10³

Total volume: 474 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.60

Spillway

Slope	Type
0.60

Placement

Layers (mm)	Lifts (mm)
300	3000 to
	4000

Cementitious material

Cement (kg/m³)
91

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

Yubari Syuparo

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure and Transport

Type: Gravity

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

River: Yubari

Reservoir capacity: 427 m³x10⁶

Construction Dates

Start of Project: 11/03

Start of RCC: 11/03

End of RCC: 09/11

End of Project: 03/15

Specifications

Height: 111 metres

Length: 390 metres

Volume of RCC: 584 m³x10³

Total volume: 940 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.82	Traditional concrete against formwork

Spillway

Slope	Type
0.82	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750 &
	1000

Cementitious material

Cement (kg/m³)
91

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

A’hai

Full Dam Information

Details

Country: China

Owner: Yunnan Jinsha River Hydropower Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Jinsha

Reservoir capacity: 885 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/11

End of Project: -/12

Specifications

Height: 138 metres

Length: 482 metres

Volume of RCC: -

Total volume: 2707 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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

Bui

Full Dam Information

Details

Country: Ghana

Owner: BPA (Bui Power Authority)

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Bui

Reservoir capacity: 12570 m³x10⁶

Construction Dates

Start of Project: 10/07

Start of RCC: 10/07

End of RCC: 05/12

End of Project: 11/14

Specifications

Height: 108 metres

Length: 493 metres

Volume of RCC: 830 m³x10³

Total volume: 900 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
45
61

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

Devecikonagi

Full Dam Information

Details

Country: Turkey

Owner: MCK Elektrik Uretim A.S.

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Emet

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: 05/10

Start of RCC: 05/10

End of RCC: 09/12

End of Project: 01/13

Specifications

Height: 39 metres

Length: 313 metres

Volume of RCC: 180 m³x10³

Total volume: 210 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork with external geomembrane

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

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

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

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

Naras

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Manavgat

Reservoir capacity: 104 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: 01/14

End of Project: 05/14

Specifications

Height: 78 metres

Length: 448 metres

Volume of RCC: 620 m³x10³

Total volume: 677 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.15	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
110

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

Aslandag

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Bembo

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: 09/08

Start of RCC: 09/08

End of RCC: 02/14

End of Project: 11/14

Specifications

Height: 69 metres

Length: 210 metres

Volume of RCC: 162 m³x10³

Total volume: 202 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	1200

Cementitious material

Cement (kg/m³)
100

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

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)

Tsugaru

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Iwaki

Reservoir capacity: 141 m³x10⁶

Construction Dates

Start of Project: 10/08

Start of RCC: 10/08

End of RCC: 08/14

End of Project: 03/16

Specifications

Height: 97 metres

Length: 342 metres

Volume of RCC: 500 m³x10³

Total volume: 717 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
1.00	Traditional concrete against formwork

Downstream

Slope	Type
0.74	Traditional concrete against formwork

Spillway

Slope	Type
0.74	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	1000

Cementitious material

Cement (kg/m³)
91

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

Lithaios

Full Dam Information

Details

Country: Greece

Owner: Trikala Prefecture

Type: Hardfill

Purpose(s): Irrigation

River: Lithaios

Reservoir capacity: -

Construction Dates

Start of Project: 06/03

Start of RCC: 06/03

End of RCC: 12/14

End of Project: 07/20

Specifications

Height: 32 metres

Length: 526 metres

Volume of RCC: 160 m³x10³

Total volume: 220 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	RCC against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
50

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

Filiatrinos

Full Dam Information

Details

Country: Greece

Owner: Ministry of Rural Development and Food

Type: Hardfill

Purpose(s): Irrigation

River: Filiatrinos

Reservoir capacity: 8 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/14

End of Project: -/16

Specifications

Height: 55 metres

Length: 246 metres

Volume of RCC: 370 m³x10³

Total volume: 430 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.80	Traditional concrete against formwork with external geomembrane

Downstream

Slope	Type
0.80	RCC against precast concrete blocks

Spillway

Slope	Type
0.80	RCC against precast concrete blocks

Placement

Layers (mm)	Lifts (mm)
350	350

Cementitious material

Cement (kg/m³)
51

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

Kayabeyi

Full Dam Information

Details

Country: Turkey

Owner: Pelin Energy

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Kura

Reservoir capacity: 148 m³x10⁶

Construction Dates

Start of Project: 01/10

Start of RCC: 01/10

End of RCC: -/14

End of Project: 02/15

Specifications

Height: 159 metres

Length: 230 metres

Volume of RCC: 637 m³x10³

Total volume: 780 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sarrath

Full Dam Information

Details

Country: Tunisia

Owner: Ministre de l’Agriculture

Type: Hardfill

Purpose(s): Irrigation

River: Oued Sarrath

Reservoir capacity: 21 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/14

End of Project: 11/15

Specifications

Height: 36 metres

Length: 820 metres

Volume of RCC: -

Total volume: 335 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.70

Downstream

Slope	Type
0.70

Spillway

Slope	Type
0.70

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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)

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

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

Güneysinir Alanözü

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Yangılı

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/15

End of Project: -/15

Specifications

Height: 38 metres

Length: 270 metres

Volume of RCC: 71 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sariveliler Göktepe

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Gelenalan

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/15

End of Project: -/15

Specifications

Height: 39 metres

Length: 330 metres

Volume of RCC: 69 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
60

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

Bergama Çamavlu

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Hasanderesi

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/15

End of Project: -/15

Specifications

Height: 40 metres

Length: 241 metres

Volume of RCC: 69 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

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

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

Ardil

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Ardil

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: 03/13

Start of RCC: 03/13

End of RCC: 12/16

End of Project: 02/17

Specifications

Height: 54 metres

Length: 266 metres

Volume of RCC: 108 m³x10³

Total volume: 158 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	600

Cementitious material

Cement (kg/m³)
75

Pozzolan (kg/m³)	Pozzolan Type
75

Kirazlı Köprü

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Gökırmak

Reservoir capacity: 66 m³x10⁶

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: -/16

End of Project: -/17

Specifications

Height: 73 metres

Length: 280 metres

Volume of RCC: 330 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.90	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
75

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

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)

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

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

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

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

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)

Moragahakanda

Full Dam Information

Details

Country: Sri Lanka

Owner: Ministry of Irrigation and Water Resources Management

Type: Gravity

Purpose(s): Irrigation

River: Amban Ganga

Reservoir capacity: 521 m³x10⁶

Construction Dates

Start of Project: 01/07

Start of RCC: 01/07

End of RCC: -/17

End of Project: 07/18

Specifications

Height: 65 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tamalout

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

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

River: Ansegmir

Reservoir capacity: 50 m³x10⁶

Construction Dates

Start of Project: 10/10

Start of RCC: 10/10

End of RCC: -/17

End of Project: -/18

Specifications

Height: 61 metres

Length: 320 metres

Volume of RCC: 380 m³x10³

Total volume: 405 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.50	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80
70 60

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

Dyraaba (part of Uma Oya Project)

Full Dam Information

Details

Country: Sri Lanka

Owner: Ministry of Irrigation and Water Resources Management

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Mathatilla Oya

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/17

End of Project: -/18

Specifications

Height: 50 metres

Length: 165 metres

Volume of RCC: 40 m³x10³

Total volume: 50 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
95

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

Dyraaba (part of Uma Oya Project) completed

Ouldjet Mellegue

Full Dam Information

Details

Country: Algeria

Owner: ANBT (Agence Nationale des Barrages et Transfert)

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Mellegue

Reservoir capacity: 155 m³x10⁶

Construction Dates

Start of Project: 10/11

Start of RCC: 10/11

End of RCC: -/17

End of Project: -/18

Specifications

Height: 51 metres

Length: 900 metres

Volume of RCC: 245 m³x10³

Total volume: 320 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
110

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

El Bolsón

Full Dam Information

Details

Country: Argentina

Owner: Provincia de Catamarca

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Albigasta

Reservoir capacity: 38 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/17

End of Project: -/19

Specifications

Height: 64 metres

Length: 380 metres

Volume of RCC: -

Total volume: 279 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ouljet Es Soltane

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

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

River: Beht

Reservoir capacity: 510 m³x10⁶

Construction Dates

Start of Project: 05/10

Start of RCC: 05/10

End of RCC: -/17

End of Project: -/18

Specifications

Height: 98 metres

Length: 383 metres

Volume of RCC: 900 m³x10³

Total volume: 930 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.50	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
55

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

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

Ergani

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Golkum

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/17

End of Project: -/18

Specifications

Height: 54 metres

Length: 229 metres

Volume of RCC: 127 m³x10³

Total volume: 161 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
90

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

Ximihe

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Ximihe

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/17

End of Project: -/18

Specifications

Height: 88 metres

Length: 147 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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

Huangdeng

Full Dam Information

Details

Country: China

Owner: Yunnan Huaneng Lancang River Hydropower Co.,Ltd.

Type: Gravity

Purpose(s): Hydropower / Irrigation / Recreation

River: Lancang (Mekong)

Reservoir capacity: 1613 m³x10⁶

Construction Dates

Start of Project: 01/10

Start of RCC: 01/10

End of RCC: 04/18

End of Project: 06/19

Specifications

Height: 203 metres

Length: 464 metres

Volume of RCC: 2753 m³x10³

Total volume: 3670 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
82
67

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

Neckartal

Full Dam Information

Details

Country: Namibia

Owner: Ministry of Agriculture, Water and Forestry

Type: Gravity

Purpose(s): Irrigation

River: Fish

Reservoir capacity: 857 m³x10⁶

Construction Dates

Start of Project: 09/13

Start of RCC: 09/13

End of RCC: 05/18

End of Project: 04/19

Specifications

Height: 83 metres

Length: 520 metres

Volume of RCC: 836 m³x10³

Total volume: 1043 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65
65

Pozzolan (kg/m³)	Pozzolan Type
120	Low-lime flyash (ASTM Class F)
45

Javeh

Full Dam Information

Details

Country: Iran

Owner: Iran Water & Power Resources Development Company (IWPC)

Type: Hardfill

Purpose(s): Flood Control / Irrigation

River: Javeh Roud

Reservoir capacity: 95 m³x10⁶

Construction Dates

Start of Project: 03/09

Start of RCC: 03/09

End of RCC: -/18

End of Project: 07/19

Specifications

Height: 86 metres

Length: 301 metres

Volume of RCC: 680 m³x10³

Total volume: 750 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
1.20	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
94

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

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

Kavsaktepe

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Ortasu Creek

Reservoir capacity: 16 m³x10⁶

Construction Dates

Start of Project: 09/08

Start of RCC: 09/08

End of RCC: -/18

End of Project: -/20

Specifications

Height: 76 metres

Length: 268 metres

Volume of RCC: 518 m³x10³

Total volume: 540 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
95

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

Timkit

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

Purpose(s): Groundwater Recharge / Irrigation

River: Ifegh

Reservoir capacity: 14 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/18

End of Project: -/19

Specifications

Height: 56 metres

Length: 183 metres

Volume of RCC: 124 m³x10³

Total volume: 146 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.65	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.65	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.65	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
56

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

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

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

Yeşilvadi (Beylerderesi)

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Beyler

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/18

End of Project: -/19

Specifications

Height: 39 metres

Length: 249 metres

Volume of RCC: 170 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
1.00	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
330	330

Cementitious material

Cement (kg/m³)
93

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

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)

Çay

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Uludere

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 03/17

Start of RCC: 03/17

End of RCC: 09/19

End of Project: 08/20

Specifications

Height: 52 metres

Length: 122 metres

Volume of RCC: 55 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
75

Pozzolan (kg/m³)	Pozzolan Type
50

Karamürsel Ihsaniye

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Suludere

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: 03/16

Start of RCC: 03/16

End of RCC: 09/19

End of Project: 10/19

Specifications

Height: 69 metres

Length: 212 metres

Volume of RCC: 130 m³x10³

Total volume: 185 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
75

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

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

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

Mellègue Amont

Full Dam Information

Details

Country: Tunisia

Owner: Ministère de l’Agriculture

Type: Hardfill

Purpose(s): Hydropower / Irrigation

River: Oued Mellègue

Reservoir capacity: 195 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/19

End of Project: -/20

Specifications

Height: 68 metres

Length: 430 metres

Volume of RCC: 500 m³x10³

Total volume: 560 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.60

Downstream

Slope	Type
0.60

Spillway

Slope	Type
0.60

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
90

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

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

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

Dereçati

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Büyükdere

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/20

End of Project: -/21

Specifications

Height: 51 metres

Length: 174 metres

Volume of RCC: 110 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tan My

Full Dam Information

Details

Country: Vietnam

Owner: Ministry of Agriculture and Rural Development

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Cai

Reservoir capacity: 219 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/20

End of Project: -/21

Specifications

Height: 67 metres

Length: 603 metres

Volume of RCC: 510 m³x10³

Total volume: 640 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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

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

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)

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

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

Kapiçay

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Basgöz

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/22

End of Project: -/24

Specifications

Height: 50 metres

Length: 136 metres

Volume of RCC: 126 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
56

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)

Haciömer

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Say

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/22

End of Project: -/23

Specifications

Height: 50 metres

Length: 173 metres

Volume of RCC: 94 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Çalıcaalan

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Gök Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/22

End of Project: -/24

Specifications

Height: 33 metres

Length: 195 metres

Volume of RCC: 50 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Uluhan

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Gök Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/22

End of Project: -/24

Specifications

Height: 31 metres

Length: 228 metres

Volume of RCC: 30 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Kızlaryolu

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Devrez

Reservoir capacity: 115 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/22

End of Project: -/23

Specifications

Height: 92 metres

Length: 261 metres

Volume of RCC: 447 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sorkun

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Hardfill

Purpose(s): Irrigation

River: Dokuzsele Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 07/17

Start of RCC: 07/17

End of RCC: -/22

End of Project: -/24

Specifications

Height: 24 metres

Length: 160 metres

Volume of RCC: 42 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Guangshan

Full Dam Information

Details

Country: China

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

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Qingshui

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 04/20

Start of RCC: 04/20

End of RCC: -/22

End of Project: -/22

Specifications

Height: 32 metres

Length: 198 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

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

Spillway

Slope	Type
none

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

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

Yozgat (Akdagmadeni) Bahçecik

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Gökdelen

Reservoir capacity: 33 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/23

End of Project: -/24

Specifications

Height: 70 metres

Length: 494 metres

Volume of RCC: 614 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
84

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

Yozgat (Akdagmadeni) Bahçecik on Google Earth

Göle Durançam

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Kür Çayı

Reservoir capacity: 37 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/23

End of Project: -/24

Specifications

Height: 22 metres

Length: 107 metres

Volume of RCC: 22 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.70

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Akçali 2

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Sagin

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/23

End of Project: -/24

Specifications

Height: 40 metres

Length: 148 metres

Volume of RCC: -

Total volume: 72 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

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

Gündüzler

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Degirmen

Reservoir capacity: 8 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/23

End of Project: -/24

Specifications

Height: 65 metres

Length: 384 metres

Volume of RCC: 280 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
113

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

Uzundere

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Uzun Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/23

End of Project: -/24

Specifications

Height: 42 metres

Length: 59 metres

Volume of RCC: 35 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Aldegirmen

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Akasya

Reservoir capacity: 24 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/23

End of Project: -/24

Specifications

Height: 59 metres

Length: 227 metres

Volume of RCC: -

Total volume: 189 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
55

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

Akçakoca Altunçay

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Kilsuyu Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/23

End of Project: -/24

Specifications

Height: 33 metres

Length: 95 metres

Volume of RCC: -

Total volume: 24 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Inandik

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Inandik

Reservoir capacity: 31 m³x10⁶

Construction Dates

Start of Project: 04/18

Start of RCC: 04/18

End of RCC: -/23

End of Project: -/24

Specifications

Height: 73 metres

Length: 343 metres

Volume of RCC: 271 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.15	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
80

Jalaur afterbay dam

Full Dam Information

Details

Country: Philippines

Owner: National Irrigation Administration (NIA)

Type: Gravity

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

River: Jalaur

Reservoir capacity: -

Construction Dates

Start of Project: -/19

Start of RCC: -/19

End of RCC: -/23

End of Project: 07/24

Specifications

Height: 38 metres

Length: 150 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Jalaur High Dam (JRMP 2)

Full Dam Information

Details

Country: Philippines

Owner: National Irrigation Administration (NIA)

Type: Gravity

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

River: Jalaur

Reservoir capacity: 229 m³x10⁶

Construction Dates

Start of Project: -/19

Start of RCC: -/19

End of RCC: -/23

End of Project: 07/24

Specifications

Height: 109 metres

Length: 267 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Manavgat Çardak

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Sağırın Çayı

Reservoir capacity: 8 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/23

End of Project: -/24

Specifications

Height: 44 metres

Length: 185 metres

Volume of RCC: 540 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Maiwan

Full Dam Information

Details

Country: China

Owner: Maiwan Water Conservancy

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Nandu

Reservoir capacity: 615 m³x10⁶

Construction Dates

Start of Project: 04/20

Start of RCC: 04/20

End of RCC: 05/24

End of Project: 07/25

Specifications

Height: 79 metres

Length: 377 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Gölecik

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Gölecik

Reservoir capacity: 36 m³x10⁶

Construction Dates

Start of Project: 12/16

Start of RCC: 12/16

End of RCC: 06/24

End of Project: -/24

Specifications

Height: 95 metres

Length: 424 metres

Volume of RCC: -

Total volume: 900 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
72

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

Sidi Abbou

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

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

River: Leben

Reservoir capacity: 200 m³x10⁶

Construction Dates

Start of Project: 03/21

Start of RCC: 03/21

End of RCC: 06/24

End of Project: -/25

Specifications

Height: 71 metres

Length: 149 metres

Volume of RCC: 207 m³x10³

Total volume: 257 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.90	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.90	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
110

Pozzolan (kg/m³)	Pozzolan Type
0

Naruse

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Hardfill

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

River: Naruse

Reservoir capacity: 79 m³x10⁶

Construction Dates

Start of Project: 05/18

Start of RCC: 05/18

End of RCC: 08/24

End of Project: 11/26

Specifications

Height: 115 metres

Length: 755 metres

Volume of RCC: 4450 m³x10³

Total volume: 4850 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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

Toga

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Gravity

Purpose(s): Flood Control / Irrigation / Navigation

River: Toga

Reservoir capacity: 31 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/24

End of Project: -/25

Specifications

Height: 112 metres

Length: 232 metres

Volume of RCC: -

Total volume: 570 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork
0.60	Traditional concrete against formwork

Downstream

Slope	Type
0.69	Traditional concrete against formwork

Spillway

Slope	Type
0.69	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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

Song Giang 1

Full Dam Information

Details

Country: Vietnam

Owner: Nexif Energy & Song Giang Hydropower Joint Stock Company

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Song Cái Nha Trong

Reservoir capacity: -

Construction Dates

Start of Project: -/19

Start of RCC: -/19

End of RCC: -/24

End of Project: -/25

Specifications

Height: 26 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tekke Kavakli

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Çat

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/19

Start of RCC: -/19

End of RCC: -/24

End of Project: -/25

Specifications

Height: 42 metres

Length: 325 metres

Volume of RCC: 225 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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

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

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

Tersun

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Tersun

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/25

End of Project: -/26

Specifications

Height: 51 metres

Length: 236 metres

Volume of RCC: 205 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.05	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

El-Janneh

Full Dam Information

Details

Country: Lebanon

Owner: EBML

Type: Arch-Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Ibrahim (Abraham)

Reservoir capacity: 38 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/25

End of Project: -/26

Specifications

Height: 162 metres

Length: 350 metres

Volume of RCC: 1450 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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

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

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

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

Shafaroud

Full Dam Information

Details

Country: Iran

Owner: Iran Water & Power Development Company (IWPCo)

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Shafaroud

Reservoir capacity: 52 m³x10⁶

Construction Dates

Start of Project: 03/12

Start of RCC: 03/12

End of RCC: 07/24

End of Project: 11/25

Specifications

Height: 101 metres

Length: 300 metres

Volume of RCC: 725 m³x10³

Total volume: 740 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	RCC against formwork (GEVR/GE-RCC)
0.50

Downstream

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

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Kheng Grou

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

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

River: Kheng Grou

Reservoir capacity: 1070 m³x10⁶

Construction Dates

Start of Project: 04/22

Start of RCC: 04/22

End of RCC: 08/26

End of Project: -/26

Specifications

Height: 79 metres

Length: 196 metres

Volume of RCC: 550 m³x10³

Total volume: 55 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
1.00	Traditional concrete against precast concrete panels

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Bahoosh

Full Dam Information

Details

Country: Iran

Owner: Bushehr Water Company

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Bahoosh

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/26

End of Project: -/28

Specifications

Height: 37 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Gwayi-Shangani

Full Dam Information

Details

Country: Zimbabwe

Owner: Zimbabwe National Water Authority (Zinwa)

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Gwayi

Reservoir capacity: 634 m³x10⁶

Construction Dates

Start of Project: 09/04

Start of RCC: 09/04

End of RCC: -/26

End of Project: -/27

Specifications

Height: 72 metres

Length: 305 metres

Volume of RCC: -

Total volume: 300 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
60

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

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

Taghzirt

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Derna

Reservoir capacity: 85 m³x10⁶

Construction Dates

Start of Project: -/22

Start of RCC: -/22

End of RCC: -/26

End of Project: -/27

Specifications

Height: 95 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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

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

Söylemez

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Aras

Reservoir capacity: 1295 m³x10⁶

Construction Dates

Start of Project: 04/22

Start of RCC: 04/22

End of RCC: 11/27

End of Project: 09/28

Specifications

Height: 113 metres

Length: 270 metres

Volume of RCC: 718 m³x10³

Total volume: 750 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Oued Lakhdar

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

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

River: Lakhdar

Reservoir capacity: 150 m³x10⁶

Construction Dates

Start of Project: -/23

Start of RCC: -/23

End of RCC: -/27

End of Project: -/27

Specifications

Height: 110 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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

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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