Dam Search Results

There are 502 dams matching your search
Click to show/hide your search criteria

Purposes: Hydropower

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.

← Scroll the table horizontally to view its entire width →

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)
Buchtarma	Kazakhstan	Ministry of Energy	F H	Irtysh	31	05/55	09/57	10/61	12/63	90	450	587	988	V	(10)	0.80	(3)	0.80	(3)	300	1200	135	80	(F)
Liangsanping [A]	China	Sixian Water Resources Bureau	H	Leishui	4	- /79	- /80	- /81	- /82	35	33	3	3
Kengkou	China	Kengkou Reservoir Management Office	H W	Youxi	27	11/84	11/85	04/86	11/86	57	123	43	62	V	(9)	0.75	(10)	0.75	(13)	250 & 500	250 & 500	60 60	120 80	(F)
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)
Mano	Japan	Fukushima Prefecture	F H W	Mano	36	12/83	04/85	01/88	03/90	69	239	104	219	V	(1)	0.80	(1)	0.80	(1)	180	500	96	24	(F)
Santa Eugenia	Spain	Sociedad Española de Carburos Metálicos S.A.	H	Xallas	17	01/87	06/87	06/88	10/88	84	290	225	254	0.05	(3)	0.75 0.35	(3)* (3)*	0.75	(1)	250	250	88 72	152 145	(F)
Asahi Ogawa	Japan	Toyama Prefecture	F H	Ogawa	5	03/83	05/86	06/88	06/90	84	260	268	361	V 0.90	(1) (1)	0.80	(1)	0.80	(1)	180	500	96	24	(F)
Stagecoach	USA	Upper Yampa Water Conservancy District, Steamboat Springs, Colorado	H I R W	Yampa	42	08/87	06/88	07/88	11/88	46	116	34	39	V	(1)	0.80	(1)*	0.80	(1)*	300	300	71	71	(F)
Vadeni	Romania	Romanian Electricity Authority (RENAL) - Tirgu Jiu Branch	H	Jiu	5	03/86	05/88	10/88	10/92	25	55	14	17		(12)		(12)	ogee	(12)	300	900	125	0	(-) -
Gantangping	China	Hydropower Bureau, Lanshan County	H	Yonghe	9	- /84	- /86	- /88	- /90	52	180		220											(F)
Urugua-i	Argentina	Electriciad Misiones S.A.	H	Urugua-i	1175	10/85	04/88	04/89	- /89	77	687	590	626	V	(6)	0.80	(17)	0.80	(1)	400	400	60	0	(-) -
Tirgu Jiu	Romania	Romanian Electricity Authority (RENAL) - Tirgu Jiu Branch	H	Jiu	2	08/86	06/88	05/89	12/93	24	61	13	26		(12)		(12)	ogee	(12)	300	900	125	0	(-) -
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	Department of Hydroelectric Power, Sichuan Province	F H I N	Dadu	200	01/85	10/88	12/89	10/94	88	284	407	855	V	(1)	0.75	(10)	0.75	(1)	300 - 500	300 - 500	79 82	79 83	(F)
Tashkumyr	Kyrgyzstan	Ministry of Power Industry	H I	Naryn	140	- /82	03/87	12/89	12/90	75	320	100	1300	V	(1)	0.78	(1)	0.78	(1)	400	400	90	30	(N)
Shangban	China		H	Wenchuanxi	10	- /87	- /88	- /89	- /89	47	122		74
Pirika	Japan	Hokkaido Development Bureau	F H I	Shirobeshit-oshibetsu	18	10/82	- /88	- /89	10/91	40	755	163	360	V 0.80	(1) (1)	0.80	(1)	0.80	(1)	250	750	84	36	(F)
Tianshenqiao Nº2	China	China Southern Power Grid	F H	Nanpan	116	01/85	04/87	06/90	12/92	61	471	143	284	V	(1)	V 0.40	(10)	ogee	(1)	250	250	79	79	(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)
Nickajack Auxillary Spillway	USA	Tennessee Valley Authority	H	Tennessee	311	08/89	07/90	02/91	04/92	17	427	79	79	0.25	(3)*	0.60	(3)*	0.60	(3)*	300	600	85	119	(F)
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)
Victoria replacement	USA	Upper Peninsula Power Co., Michigan	H	West Branch	13	04/91	08/91	10/91	06/92	37	100	36	40	V	(12)	0.80	(3)*	0.80	(3)*	300	300	67	67	(C)
Sabigawa (lower dam)	Japan	Tokyo Electric Power Company	H	Kosabi	11	10/86	03/90	12/91	11/92	104	273	400	590	0.10	(1)	0.80	(1)	0.80	(1)	250	750	91	39	(F)
Yantan	China	Datang Yantan Hydropower Co. Ltd.	F H N	Hongshui	3380	03/85	02/89	03/92	12/95	110	525	626	905	V	(1)	V 0.80	(1) (1)*	ogee	(1)	300	300	55	104	(F)
Capanda	Angola	Ministry of Energy and Oil of P. R. Angola	H	Kwanza	4795	02/87	10/89	05/92	12/07	110	1203	757	1154	V	(6)	0.70	(14) (10)	0.70	(13)	400	400	70	100	(M)
Shuikou	China	Shuikou Hydropower Plant	F H N	Min	2340	03/87	10/90	05/92	05/95	101	791	600	1710	V	(1)	0.73	(1)	ogee	(1)	200 - 330	200 - 330	60 70	110 90	(F)
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)
Guangzhou PSS- Lower dam	China	China Southern Power Grid	H	Liuxihe	28	12/90	10/91	12/92	10/93	43	153	32	57	V	(1)	0.70	(3)*	ogee 0.78	(1) (1)	300	300	62	108	(F)
Petit Saut	French Guyana	Electricité de France	H	Sinnamary	3500	07/89	07/92	02/93	05/94	48	740	250	410	V	(11)	V 0.80	(7) (16)	0.80	(13)	300	300		120	(R)
Jinjiang	China	Jinjiang Electric Co.	F H	Jinjianghe	189	07/90	10/91	03/93	07/93	68	229	182	267	V	(1)	0.75	(1)	0.65	(1) (1)	300	3000	70	80	(F)
Puding [A]	China	Guizhou Qianyuan Power Co. Ltd.	H I W	Sanchahe	377	03/89	06/92	05/93	02/94	75	196	103	137	V	(1)	0.35	(1)	ogee 0.35	(1) (1)	300	300	85 54	103 99	(F)
Tsugawa	Japan	Okayama Prefecture	F H W	Kamo	6	10/89	10/91	07/93	03/94	76	228	222	342	V 0.60	(1) (1)	0.76	(1)	0.76	(1)	250	750	96	24	(F)
Cenza	Spain	Iberdrola, S.A.	H	Cenza	43	01/92	03/93	08/93	12/93	49	609	200	225	V	(3)	0.122 0.75	(3)* (3)*	0.75	(3)*	300	300	70	130	(F)
Shuidong	China	Fujian Shuikou Power Generation Group	H N	Youxi	108	04/91	11/92	10/93	12/95	63	197	126	184	V	(7)	0.75	(10)	0.75	(1)	300	300	50	90	(F)
Daguangba	China	Hainan Provincial Electric Power Company (HEPCO)	H I W	Changhuajiang	1710	06/90	12/91	12/93	07/95	57	827	485	857	V	(1)	0.75	(10) (3)	0.75	(1)	300	300	55	96	(F)
Suoshai	China	Guizhou Hongfeng Hydropower Plant	H	Sancha	420	- /89	- /90	- /93	- /94	75	196		88
Pak Mun	Thailand	Electricity Generating Authority of Thailand (EGAT)	H	Mun		04/91	12/93	03/94	06/94	26	323	48	50	V V	(13) (15)	V 0.80	(13) (15)	separate		300	300	58	124	(F)
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	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)
San Rafael	Mexico	CFE (Comisión Federal de Electricidad)	F H	Santiago	26	11/93	05/94	07/94	07/94	48	176	81	110	V	(5)	0.66 0.80	(3)*	separate		300	300	90	130	(N)
Lac Robertson	Canada	Hydro-Quebec	H	Ha! Ha!	587	10/92	06/94	08/94	03/95	40	124	28	35	V	(1)	0.75	(1)*	separate		300	300	85	85	(F)
Maojiang [A]	China	Lanshan County Hydropower Bureau	H I	Xiang	2	- /92	- /93	- /94	- /95	45	150		45											(F)
Sishanping [A]	China	Huangcen Reservoir Management Office	F H I	Leishui	3	- /92	- /93	- /94	- /95	56	147		18											(F)
Miyagase	Japan	Ministry of Construction	F H W	Nakatsu	193	11/87	11/91	02/95	03/01	156	400	1537	2060	0.20 0.60	(1) (1)	0.625	(1)	0.625	(1)	150 - 200	750	91	39	(F)
Chiya	Japan	Okayama Prefecture	F H W	Takahashi	28	03/89	09/92	04/95	03/98	98	259	396	670	V	(1)	0.77	(1)	0.77	(1)	250	750	91	39	(F)
Ohmatsugawa	Japan	Akita Prefecture	F H W	Matsu	12	07/90	10/92	06/95	09/96	65	296	141	294	V 0.70	(1) (1)	0.76	(1)	0.76	(1)	250	750	91	39	(F)
Xibingxi [A-G]	China	Department of Electric Power, Lonyan City, Fujian Province	H W	Longshanxi	9	08/93	12/94	07/95	10/95	64	93	25	33	V 0.08	(4) (4)	0.65	(3)	ogee 0.65	(13)	300 - 350	300 - 350	80 79	120 105	(F)
Guanyinge (Kwan-in-Temple)	China	Guanyinge Reservoir Management Bureau	F H I W	Taizi	2168	05/90	09/91	09/95	10/95	82	1040	1240	1876	V 0.10	(1) (1)	0.70	(1)	0.70	(1)	270 - 280	750	91	39	(F)
Satsunaigawa	Japan	Hokkaido Development Bureau	F H I W	Satsunai	54	02/87	04/91	10/95	03/99	114	300	536	770	0.40	(1)	0.80	(1)	0.80	(1)	250	750	78	42	(S)
Urayama	Japan	Water Resources Development Public Corporation	F H W	Urayama	58	03/90	12/92	12/95	03/99	156	372	1294	1750	V 0.65	(1) (1)	0.80	(1)	0.80	(1)	250	750 1000	91	39	(F)
Shibanshui	China	Fengdu Water Resources Bureau	F H R	Longxihe	105	12/92	04/94	- /95	- /96	84	445	335	564	V	(3')	0.65	(1)	0.65	(13)	300	1000	126 60	84 90	(F)
Juba I	Brazil	Brennand Energia	H	Juba		- /93	- /94	- /95	- /96	21	238	96	113									60	15	(N)
Juba II	Brazil	Brennand Energia	H	Juba		- /93	- /94	- /95	- /96	21	250	105	114									60	15	(N)
Jordão	Brazil	COPEL (Companhia Paranense de Energia)	H	Jordão	110	05/94	01/95	02/96	09/96	95	550	570	647	V	(1)	0.74	(3)*	0.74	(12)	400	400	60	15	(N)
Pangue	Chile	Empresa Electrica Pangue SA	H	Bio-Bio	175	01/92	01/95	02/96	12/96	113	410	670	740	V	(1)	0.80	(3)*	0.80	(12)	300	300	80	100	(N)
Bailongtan	China	Guangxi-Guiguang Electric Power Development Co. Ltd.	H I N	Hongshuihe	340	02/93	10/95	04/96	08/97	34	247	62	80	V	(1)	0.70	(10)*	0.70	(5)*	300	300	73 99	110 60	(F)
Hiyoshi	Japan	Water Resources Development Public Corporation	F H W	Katsura	66	- /83	10/94	07/96	03/98	70	438	440	670	V 0.80	(1) (1)	0.80	(1)	0.80	(1)	250	750 1000	84 77	36 33	(F)
Grand Falls spillway	Canada	Abitibi-Price Inc.	H	Exploits		08/96	09/96	09/96	12/96	15	180	7	11	V	(1)	0.67	(1)*	0.67	(1)*	200	200	130	75	(F)
Mantaicheng	China	Wangqing County Water Conservancy Bureau	H I	Gayahe	10	08/92	01/93	12/96	08/97	37	337	78	100	V	(1)	0.75	(10)	ogee 0.70	(1) (1)	300	1000	60	120	(F)
Derivação do Rio Jordão	Brazil	Copel Geração e Transmissão S.A.	H	Jordão	110	05/94	- /95	- /96	12/97	66
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)
Takisato	Japan	Hokkaido Development Bureau	F H I W	Sorachi	108	10/90	- /93	07/97	06/00	50	445	327	455	0.06	(1)	0.80	(1)	0.80	(1)	250	750	84	36	(F)
Kazunogawa	Japan	Tokyo Electric Power Company	H	Tuchimuro	12	11/92	08/95	07/97	11/99	105	264	428	622	V 0.10	(1) (1)	0.82	(1)	0.82	(1)	170	1000	91 84	39 36	(F)
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	501	585	1350	V 0.15	(1)	0.78	(1)	ogee 0.65	(1) (1)	300	300	135 70	70 85	(F)
Rio do Peixe	Brazil	CPEE (Companhia Paulista de Energia Elétrica)	H	Do Peixe	2	02/96	12/96	12/97	- /98	32	300	20	34	V	(1)	0.80	(1)*	0.80	(1)*	300	300	120 90	0 0	(-) -
Fengxiangxia [A]	China	Fengdu Hydropower Bureau	H	Huilonghe	8	- /93	- /95	- /97	- /98	90	158		770	0.10		0.76		0.76
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	(-) -
Hayachine	Japan	Iwate Prefecture	F H I W	Hienuki	17	03/93	10/95	06/98	03/00	74	333	141	333	V 0.20	(1) (1)	0.76	(1)	0.76	(1)	250	750	84	36	(F)
Gov. José Richa - formerly Salto Caxias	Brazil	COPEL (Companhia Paranense de Energia)	H	Iguaçu	3573	02/95	01/96	07/98	12/98	67	1083	912	1438	V	(13)	0.75	(1)*	0.75	(12)	300	300	80	20	(F)
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)
Yongxi Nº3	China	Yongxi Hydroelectric Co. Ltd.	F H W	Dazhangxi	68	05/96	10/97	10/98	09/99	87	198	170	255	V	(3')	0.73	(10)	ogee 0.73	(1) (1)	280	3000	115 80	95 90	(F)
Huatan	China	Ya’an Electricity Company	H	Yinghe	8	01/96	06/96	12/98	05/99	85	173	240	290	0.20	(1)	0.80	(1)	0.80	(1)	300 - 400	300 - 400	78 74	95 90	(F)
Changshun	China	Department of Water Resources, Hubei Province	H W	Yujiang	68	- /91	03/97	12/98	06/00	69	279	170	200	V	(3')	0.74	(3)	0.80	(1)	300	5000	134 72	89 48	(F)
Wajin [A]	China	Fushan Power Station Management Bureau	H I	Nanxi	7	- /94	- /96	- /98	- /99	47	235		240
Kengxiashan [A]	China	Wencheng County Kengxiashan Hydropower Development Co. Ltd.	H	Yuquanxi	1	- /96	- /97	- /98	- /98	34	80
Fenhe Nº2	China	Department of Water Resources, Shanxi Province	F H W	Fenhe	133	11/96	08/98	03/99	06/00	87	350	362	448	V 0.20	(1) (1)	0.75	(5)	0.75	(1)	300	3000	127 60	84 93	(F)
Jiangya	China	Lishui Hydropower Development Co. Ltd.	F H I N W	Loushui	1741	07/95	10/96	04/99	- /01	131	368	1100	1310	V	(3')	0.80	(3)*	ogee 0.80	(13)	300	3000	87 64 46	107 96 107	(F)
Songyue (1st Stage)	China	Helong Electricity Corporation	F H I R W	Hailanhe	21	09/97	01/98	04/99	09/99	31	271	44	77	V	(1)	0.73	(10)	conduit		300	2000	80	100	(F)
Balambano	Indonesia	P.T. Inco	H	Larona	31	09/96	04/98	06/99	09/99	95	351	528	534	V	(2)	0.80	(1)*	0.80	(12)	420	420	81	54	(F)
Yangxishui Nº3	China	Shaoguang Electricity Corporation Ltd	H	Yangxishui	2	11/97	09/98	06/99	07/00	46	202	100	139	V	(1)	V 0.75	(1) (1)*	0.70	(12)	300	300			(F)
Baishi	China	Department of Water Resources and Hydropower, Liaoning Province	F H I W	Dalinghe	1645	09/96	04/97	09/99	12/00	50	513	111	603	V 0.10	(1) (1)	0.70	(1)	0.76	(1)	300	300	72	58	(F)
Rosal	Brazil	Empresas de Electricidade Vale Paranapanema	H	Itabapoana	17	04/98	- /98	09/99	- /00	37	212	45	75		(1)		(3)*		(1)*	300	300	45	55	(S)
Suçati	Turkey	ERE Electricity Co.	H	Güredin Creek	9	01/98	02/99	10/99	10/99	36	192	55	60	V	(7)	0.80	(7)	0.80	(12)	300	300	50	100	(S)
Guilman-Amorin	Brazil	Belgo Mineira-Samarco	H	Piracicaba	12	- /97	- /98	- /99	- /00	41	499	85	102							300	300	80	20	(N)
Nam Leuk spillway	Laos	EDL Generation Public Co. Ltd	H			- /98	- /98	- /99	- /00	15	60
Kubusugawa	Japan	Toyama Prefecture	F H I W	Kubusu	10	03/93	04/98	- /99	10/02	95	253	364	469	V 0.40	(1) (1)	0.78	(1)	0.78	(1)	250	750	84	36	(F)
Gaobazhou	China	Qingjiang Hydropower Development Corporation	F H N	Qingjiang	536	05/97	11/98	04/00	01/01	57	440	210	940	V	(9)	0.75	(1)	0.75	(1)	300	300	123 86	100 86	(F)
Karkheh (Pie Pol)	Iran	Khuzestan Province Power & Water Authority	F H	Karkeh	40	02/98	07/99	07/00	- /02	34	350	130	270		(12)		(12)	ogee	(12)	300	300	130	0	(-) -
Porce II	Colombia	Empresas Públicas de Medellín	H	Porce	211	11/94	12/96	09/00	03/01	123	425	1305	1445	0.10	(14)	0.35 0.75	(14)*	0.75	(13)	300	300	132 120	88 80	(N)
Tucuruí - 2nd Phase	Brazil	Eletronorte SA	H	Tocantins		06/98	06/99	09/00	10/05	78	1541	88	8800		(3)		(3)*	separate		300	300	70	30	(N)
Dona Francisca	Brazil	Dona Francisca Energértica SA	H	Jacuí	335	08/98	06/99	10/00	12/00	63	670	485	665	V	(1)	0.75	(3)*	0.75	(1)*	300	300	72	18	(N)
Shankou Nº3 [A]	China	Shixing County Power Development Corporation	F H	Du’anshui (Chengjiang)	48	09/99	02/00	01/01	03/01	57	179	90	119	V	(3')	0.75	(3')	0.80	(1)	330	3000	105 63	86 80	(F)
Longshou Nº1 [A-G]	China	Department of Electricity, Gansu Province	H	Heihe	13	04/99	03/00	06/01	09/01	80	258	187	210	V 0.20	(1) (1)	0.75	(1)	0.75	(1)	300	3000	96 58	109 113	(F)
Shimenzi [A]	China	Shimenzi Reservoir Engineering Management Office	H I W	Taxi	80	06/98	06/99	06/01	10/01	110	176	188	211	0.142 V	(3') (3')	V 0.18	(3) (3)	crest	(12)	300	3000	93 62	110 110	(F)
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)
Dachaoshan	China	Department of Electricity, Yunnan Province	F H	Lancang	940	10/97	12/98	10/01	07/02	115	460	757	1287	V 0.20	(3')	0.70	(10)*	0.70	(13)	300	300	94 67	94 101	(N)
Cana Brava	Brazil	Companhia Energética Mercosul (of the Tractebel Group)	H	Tocantins	2300	03/99	02/00	10/01	10/02	71	510	527	833		(1)		(3)*	ogee	(1)	300	300	40	50	(S)
Mianhuatan	China	Mianhuatan Hydroelectric Development Corporation	F H N W	Ting	2035	04/98	12/98	11/01	04/02	111	302	500	615	V	(9)	0.75	(10)	0.70	(13)	300	3000	82 59 48	100 88 88	(F)
Lajeado (Luis Eduardo Magalhães)	Brazil	Investco (Tractebel)	H	Tocantins	4982	07/98	06/01	12/01	12/02	43	2100	188	210							300	300	30	40	(S)
Yanwangbizi	China	Chaoyang Water Conservancy Bureau	F H I W	Dalinghe	217	- /96	- /97	- /01	- /02	35	383	87	220									64	118	(F)
Ueno	Japan	Tokyo Electric Power Company	H	Jinryu	19	03/97	- /98	- /01	06/05	120	350	269	720	V 0.30	(1) (1)	0.84	(1)	0.84	(1)	200	1000	77 70	33 30	(F)
Funil	Brazil	Aliança Geração de Energia SA	H	Rio Grande	285	- /97	- /99	- /01	12/02	50
Xiaoxihe	China	Department of Electricity, Feng Shun County	H I	Xiaoxihe	5	- /99	- /00	- /01	- /02	62	103	47	66											(F)
Shuangkengkou [A]	China		H	Xiaoxihe	12	- /99	- /00	- /01	- /02	68
Peñas Blancas	Costa Rica	ICE (Instituto Costarricense de Electricidad)	H	Peñas Blancas	2	04/00	07/01	01/02	07/02	48	211	120	170	V	(1)	0.80	(1)*	0.80	(12)	300	300	90	35	(N)
Helong	China	Electricity Corporation, Yanji	H R W	Hailanhe	30	11/98	08/99	01/02	12/02	30	244	43	89	V	(1)	0.75	(10)	ogee	(10)*	300	2000	113	113	(F)
Shapai [A]	China	Sichuan Minjiang Hydropower Co. Ltd.	H	Caopohe	18	06/97	03/00	05/02	04/03	132	230	380	392	V 0.10	(3')	0.21	(3)	crest 0.21	(1)	300	300	108 89	72 89	(F)
Miel I	Colombia	Isagen S.A. E.S.P. - Hidromiel S.A. E.S.P.	H	La Miel	565	12/97	04/00	07/02	10/02	188	345	1669	1730	V	(4')	0.75 1.00	(3')	0.75 1.00	(12)	300	300	85 to 160	0	(-) -
Yangxishui Nº1	China	Corporation of Energy Development, Ruyuan County, Guangdong Province	H I	Yangxishui	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)
Itiquira	Brazil		H			- /00	- /00	- /02	- /02	15		22
Nankengyuan [A]	China		H	Xiaoxihe	1	- /98	- /00	- /02	- /03	34	114
Rio São Bento	Brazil	CASAN (Companhia Catarinense de Águas e Saneamento)	H	Rio São Bento	58	- /99	- /00	- /02	- /03	41	240			V		0.80		0.80
Furquim [H-F]	Brazil		H			- /00	- /01	- /02	- /03	18
Guaporé	Brazil	Tangará Energia S/A	H	Guaporé	18	- /00	- /01	- /02	- /03	32	152		43
Jauru	Brazil	Queiroz Galvão Energética SA (90%) and Cinco Estrelas Agropecuária e Participações Ltda (10%)	H	Jauru	20	- /00	- /01	- /02	- /03	51
Junxi II [A]	China	County Bureau of Hydropower	H	Junxi	6	- /00	- /01	- /02	- /03	69	192
Wanmipo	China	Hunan Wuling Hydroelectric Development Corporation	H N	Youshui	378	08/01	11/02	05/03	05/04	65	238	141	376	V	(3')	0.75	(12)	ogee	(12)	300	3000	86 68	103 83	(F)
Linhekou [A]	China	Shaanxi Lan River Hydropower Development Corporation	H I	Linhe	147	- /99	12/01	06/03	- /04	100	311	229	293	curve	(3')	curve	(3')	ogee	(1)	300	3000	74 66	111 111	(F)
Ralco	Chile	ENDESA, Spain	H	Bio-Bio	1200	08/99	01/02	09/03	04/04	155	360	1596	1640	V	(3')	0.80	(3')	0.80	(12)	300	300	133 95 116	57 50 41	(N)
Tizidong	China	Chongging Electricity Ltd.	H	Apeng	25	08/01	10/02	10/03	11/03	56	193	72	161		(12)		(12)		(12)					(F)
Huilong PSS - Upper dam	China	Henan Electric Power Corporation	H		1	06/01	11/02	11/03	- /05	54	208	73	76	V	(3')	0.75	(3')	none		300	300			(F)
Bureya	Russia	RusHydro	F H	Bureya	21000	01/76	01/85	- /03	- /09	139	810	709	3538	V	(1)	0.70	(1)	0.70	(1)	300 - 500	300 - 500	95 to 110	25 to 30	(N)
Maobaguan [A]	China	Shanxi Hanjiang Hydropower Development Co. Ltd.	H	Renhe	2	- /00	- /02	- /03	- /04	66	120	81	106
Wangkeng	China	Wang Keng Power Station Co. Ltd.	H	Tangkouxi	15	- /01	- /02	- /03	- /04	56	159	38	40											(F)
Serra do Facão	Brazil	GEFAC	H	Sao Marcos		- /01	09/02	- /03	- /05	80	326	610	742							300	300	72	18	(N)
Liubo [A]	China	Anhui Hydropower Development Co. Ltd.,	F H	Xipihe	51	- /02	- /03	- /03	- /04	70	258	130	168											(F)
Ghatghar (Upper dam)	India	GoMWRD (Government of Maharashtra Water Resources Department)	H	Pravara	6	12/01	05/03	01/04	06/04	15	503	35	40	V	(3')	0.78	(3')*	0.78	(3')*	300	300	88	132	(F)
Zhouning	China	Mindong Electromechanical Development Corporation	H	Muyangxi	47	- /02	04/03	03/04	06/04	73	206	159	199	V	(3')	0.72	(3')	0.70	(12)	300	300	67 50	100 92	(F)
Huilong PSS - Lower dam	China	Henan Electric Power Corporation	H		2	06/01	- /02	06/04	- /05	54	175	88	105	V	(3')	0.75	(3')*	0.75	(12)	300	300			(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)
Tongkou	China	Beichuan Bashu Tongkou River Development Corporation	H	Tongkouhe	36	10/98	- /02	- /04	- /04	72	198	300	352	V	(1)	1.10	(1)	ogee	(1)	300	300			(F)
Pingban	China	Guangxi-Guiguan Electric Power Co. Ltd.	H	Nanpan	278	12/01	- /02	- /04	07/05	62	396	150	700	V	(3')	0.70	(3')	ogee	(12)	300	300			(F)
Monte Claro	Brazil	CERAN (Companhia Energética Rio das Antas)	H	Das Antas	11	04/02	- /03	- /04	12/04	33	232	35	66									75
Changtan [A]	China		H	Tuwushui	17	- /03	- /03	- /04	- /04	53	123		29
Risoleta Neves - formerly Candonga	Brazil	Novelis do Brasil Ltda	H	Doce	54	05/01	- /03	- /04	05/05	53	311	236	356							300	300	40	50	(S)
Yujiankou	China	Guiyang Zhushui Water Resources Industrial Dev. Co. Ltd.	H	Longhe	9	08/01	- /03	- /04	- /05	50	156	118	147	V	(3')	0.70	(3')	0.85	(1)					(F)
Letan	China	Guangxi-Guiguan Electric Power Co. Ltd.,	H I N	Xijiang	950	- /02	- /03	- /04	- /05	66	586	50	210
Xiakou [A]	China		H	Juhe	99	- /02	- /03	- /04	- /05	85	192		131
Qinglianxi	China		H	Meixi	20	- /00	- /02	- /04	- /06	96
Santa Clara - Jordão	Brazil	Elejor Centrais Elétricas do Rio Jordåo	H	Jordåo	431	11/02	12/03	- /04	01/05	67	588	438	504		(1)		(1)		(1)*	300	300	40	50	(S)
Saluda dam remediation	USA	South Carolina Electric and Gas	H	Saluda	1970	08/02	07/03	04/05	07/05	65	2439	1004	1410		(5)		(5)			300	300	89	89	(F)
Zhaolaihe [A]	China	Changyang Electric Power Bureau	H I W	Sidu	70	12/01	03/03	05/05	10/05	107	206	166	255	curve	(3')	curve	(3')		(3')	300	3000	84 126	126 103	(F)
Xihe	China	Hanjiang Hydropower Development Ltd.	F H N	Hanjiang	229	11/00	02/00	05/00	06/00	63	346	194	631											(F)
Çindere [H-F]	Turkey	DSI - State Hydraulic Works	H I W	Buyuk Menderes	82	04/94	07/02	05/05	11/07	107	280	1500	1685	0.70	(6)	0.70	(3)	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)
Chalillo	Belize	Belize Electricity Ltd	H	Macal	120	07/03	03/04	10/05	12/06	68	425	180	210	0.20	(1)	0.75	(3')*	0.75	(12)	300	3600	80	25	(N)
Barra Grande	Brazil	BAESA (JV of Alcoa, Companhia Paulista de Força e Luz (CPFL), Companhia Brasileira de Alumínio, Camargo Corrêa Cimentos and DME Energética)	H	Pelotas	50000	- /01	- /02	- /05	- /06	85	665	100
Changzhou	China		H	Xunjiang	56	- /93	- /02	- /05	- /07	56
Picada	Brazil	Votorantim S.A.	H		7	- /02	- /03	- /05	- /06	32
Xiaqiao [A]	China	Guangxi Water Conservancy and Electric Power Corporation	H	Long	49	- /02	- /03	- /05	- /06	68	167	172	226
Huizhou PSS - Lower dam	China	China Southern Power Grid	H	Caitouhe	32	- /02	- /03	- /05	- /11	61	420	235	242
Tangkeng [A]	China		H	Guxi	12	- /03	- /04	- /05	- /05	66					(12)		(12)		(12)
Cachoeira Grande	Brazil	CERB (Companhia de Engenharia Rural da Bahia)	H	Chopin		- /04	- /04	- /05	- /05	16	225	15
Peixe Angical	Brazil	Enerpeixa S/A	H	Tocantins	2741	04/02	- /04	- /05	09/06	39	400	500	582							300	300	70	0	(-) -
Säo Bernardo	Brazil	CJ Energética S/A	H		2	- /03	- /04	- /05	- /06	20	120
Xixi	China	Xixi Reservoir Development Co. Ltd.	F H I W	Daxi	85	- /03	- /04	- /05	- /06	71	243	231	244											(F)
Baise	China	Guangxi-Youjiang Hydraulic Development Co.Ltd.	F H I N W	Youjiang	5660	12/01	12/02	04/06	07/06	130	720	1995	2672	V	(9)	0.80	(1)	0.80	(1)	300	3000	80 50	132 110	(F)
Ghatghar (Lower dam)	India	GoMWRD (Government of Maharashtra Water Resources Department)	H	Shahi Nallah	3	12/01	12/04	05/06	03/07	86	447	638	646	0.141	(3')	0.782	(3')*	0.782	(3')*	300	300	75	150	(F)
Nagai	Japan	Ministry of Land, Infrastructure and Transport	F H N W	Okitamano	51	03/00	10/02	11/06	03/11	126	381	703	1200	V 0.50	(1) (1)	0.73	(1)	0.73	(1)	250	1000	91	39	(F)
Dahuashui [A]	China	Wujaing Hydropower Debelopment Co. Ltd.	H	Qingshui	277	01/04	04/05	11/06	- /07	135	198	550	670	curve	(3')	curve	(3')		(1)	300	3000	81 94	81 94	(F)
Niuqiao [A]	China	Niu Qiao Reservoir Development Co. Ltd.	H	Qingtonghe	26	- /03	- /05	12/06	- /07	62	201		710
Pleikrong	Vietnam	EVN (Electrictie de Vietnam)	H	Po Ko	1048	11/05	02/05	12/06	- /07	71	495	326	450	V	(1)	0.80	(1)	0.80	(1)	300	300	80	210	(N)
Xinjiangshankou	China		H	Kaidu		- /97	- /04	- /06	- /08	71
Baisha	China	China Huadian Corporation	F H	Wanshou	199	- /04	- /05	- /06	- /06	75	172	211	239
Esmeralda	Brazil		H		1	- /05	- /05	- /06	- /06	19		15	27									64	16	(N)
Leidatan	China	Leidatan Corporation	H	Yingtaoyuangou	94	03/03	- /05	- /06	06/07	84	202	240	340	V	(3')	0.70	(3')	0.70	(1)
Zaoshi	China	Lishui Basin Hydraulic and Hydroelectric Development Corporation	F H N W	Dieshui	1439	- /03	- /05	- /06	- /07	88	351	450	930	V 0.25	(3')	0.80	(3')	0.75	(1)	300	3000	53 83	99 102	(F)
Mosquitão	Brazil	Concessionária Mosquitão S/A	H		19	- /04	- /05	- /06	- /07	32	236	57	76
Fundão	Brazil	ELEJOR - Centrais Elétricas do Rio Jordão	H	Jordao	34	- /04	- /05	- /06	- /07	43	445	200	220							300	300	64	16	(N)
Xiaoxi	China	Youxi Hydropower Development Corporation Ltd.	H	Longkouxi	168	- /04	- /05	- /06	- /07	47	268
Zhouba	China	Chengdu Haineng Power Co. Ltd.	F H	Mabianhe	204	- /04	- /05	- /06	- /07	73	163	229	405	V	(1)	0.70	(1)	0.78	(1)	300	300	110 66	73 66	(F)
Wuchuanshaba [A]	China		H	Wujlang	9940	- /04	- /05	- /06	- /07	87
Daxia	China	China Guodian Corporation	H I	Quan	20	- /04	- /05	- /06	- /07	88	169		205
Shaba [A]	China	Guizhou Zhongsui Energy Ltd.	H	Hongdu	99	- /04	- /05	- /06	- /07	88	148	67	90
Jupudu	China	Datang International Power Generation Co. Ltd.	H	Lixian (Black)	174	11/04	- /05	- /06	- /07	95	320	480	800	V 0.20	(3)	0.80	(3)	0.80	(3)
Tukaihe	China	Datang International Power Generation Co. Ltd.	H	Lixian	78	04/04	12/05	- /06	- /07	59	300	255	570	V	(3')		(3')		(3')	300	3000	65 93	110 113	(S)
Longqiao [A]	China	Lichuan City Yujaing Valley Hudropower Ltd. Hubei Province	H R	Yu	26	12/05	03/06	02/07	05/07	95	156	135	160	curve	(3')	curve	(3)		(3)
Pinalito	Dominican Republic	Corporacion de Empresas de Energia Electrica (CDEEE), Unidad Ejecutora Proyecto Pinalito (UEPP)	H	Tireo	4	09/04	11/05	03/07	- /08	52	210	73	100	V	(1)	0.80	(1)*	0.80	(12)	300	300	98	8	(N)
Nakai, part of Nam Theun 2 HPP	Laos	/Nam Theun Power Corporation (NTPC)/EdF (Electricitie de France)	H	Nam Theun	3530	04/04	02/06	03/07	10/09	39	436	155	200		(1)		(10)		(12)	300	300	100	100	(F)
Akköy I	Turkey	Akköy Energy A.S.	H	Harsit	3	07/05	10/06	04/07	09/08	38	146	87	101	0.10	(1)	0.80	(1)	0.80	(12)	300	300	100	100	(N)
Huizhou PSS - Upper dam	China	China Southern Power Grid	H	Xiaojinhe	32	10/04	12/05	05/07	- /11	56	168	84	93	V	(1)	0.75	(1)	0.70	(1)	300	300	64	125	(F)
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	(-) -
A Vuong	Vietnam	EVN (Electrictie de Vietnam)	H	Vugia Thubon	340	08/03	01/06	10/07	11/08	83	240	260	350	V	(1)	0.80	(1)	1.00	(1)	300	300	90	150	(N)
Dinh Binh	Vietnam	Ministry of Agriculture and Rural Development (MARD)	F H I W	Kon	226	05/02	08/05	12/07	12/08	55	571	183	430	V	(11)	0.75	(3')	ogee	(12)	300	900	70 126	175 141	(F)
Fengman	China	Northeast China Electric Power	H	Songhuajian	10377	- /00	- /03	- /07	- /10	95	1068		2700
Hongkou	China	Fujian Hongkou Hydropower Co. Ltd.	H W	Huotong	450	- /03	- /05	- /07	- /08	130	341	681	830
Ludesa [H-F]	Brazil	CPFL Renovaveis	H	Chapecó	142	- /06	- /06	- /07	04/07	29	300			1.50		1.50		0.75
Shiti	China	Wujiang Power Company	H	Youshui	163	- /05	- /06	- /07	- /07	54	214		260
Luojiaohe [A]	China		H	Baibu	46	- /05	- /06	- /07	- /07	81	250		110
Castro Alves	Brazil	CERAN (Companhia Energética Rio das Antas)	H	Das Antas	92	- /05	- /06	- /07	02/08	45	350	240	322	V		1.30		1.30				60	15	(N)
Quatorze (14) de Julho	Brazil	CERAN (Companhia Energética Rio das Antas)	H	Das Antas	55	- /05	- /06	- /07	10/08	37	281	75	212	V		1.30		1.30				75	15	(N)
Baxiang Nº3	China	Department of Electricity, Feng Shun County	H	Baxianghe	8	- /05	- /06	- /07	- /08	44	207	63	83
Tiecheng	China		H	Datong	1	- /05	- /06	- /07	- /08	44	143
Yumen	China	Department of WaterResources, Henan Province	F H N	Luohe	28	- /05	- /06	- /07	- /08	62	244	133	234
Youchou	China		H	Youshui	152	- /05	- /06	- /07	- /08	63	194
Youshui	China	Chongqing Youshui River Hydropower Development Co. Ltd.	H	Youshui	152	- /05	- /06	- /07	- /08	63	194
Qilinguan [A]	China	Nanhe Hydropower Development Ltd.	H	Nanhe	14	- /05	- /06	- /07	- /08	77	140	45	55
Bailianya [A]	China	Anhui Water Resources Development Co. Ltd.	F H I W	Dongpi	453	- /05	- /06	- /07	04/09	105	422	485	560	V	(1)	0.335	(1)	0.335	(1)	300	3000	72 56	108 84	(F)
Cotiporã	Brazil		H			- /07	- /07	- /07	- /07	16	196	21	41
Plano Alto	Brazil	CPFL Renovaveis	H		2	- /06	- /07	- /07	02/08	38	173	42	78	V		0.75		0.75				72	19	(N)
Jararaca	Brazil	Veneto Energética S/A	H	das Antas	8	- /06	- /07	- /07	04/08	25	220	31	61									72	18	(N)
Nansha	China	Red River Hydropower Development Co. Ltd.	H	Honghe	212	02/06	- /07	- /07	07/08	85
Linha Emilia	Brazil	Linha Emília Energética S/A	H	Carreiro	12	- /06	- /07	- /07	- /08	30	205	35	54
Silin	China	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)
Longtan	China	Longtan Hydropower Development Co. Ltd.	F H N W	Hongshui	29920	07/01	10/04	04/08	12/09	217	832	4952	7458	V 0.25	(3')	0.70	(3')	0.68	(12)	300	300	99 86	121 109	(F)
Weihou [A]	China	Xilin River Hydropower Development Co. Ltd.	H	Tuoniangiang	133	03/05	- /06	04/08	- /09	82
Guangzhao	China	Guizhou Qianyuan Power Co. Ltd.	H	Beipan	3245	10/04	02/06	05/08	- /09	201	412	2420	2870	V 0.25	(9)	0.75	(1)	0.75	(1)	300	300	61 71	91 87	(F)
Gelantan	China	Datang International Hydropower Generation Co. Ltd.	H	Lixian	409	01/03	09/06	08/08	- /09	113	466	903	1200	V 0.20	(3')	0.75	(3')	0.75	(1)			77 93	77 93	(S)
Mangla Emergency Spillway Control Weir	Pakistan	Water and Power Development Authority (WAPDA)	H I	Jhelum	6500	08/04	12/07	11/08	01/09	17	370	54	79	V 0.30	(3') (3')*	V 0.70	(3') (3')*	0.70	(3')*	300	300	60	120	(S)
Yeywa	Myanmar	Department of Hydroelectric Power - Ministry of Electric Power	H	Myitnge	2600	10/01	02/06	12/08	12/10	137	680	2473	2843	V	(3')	0.80	(3')*	0.80	(12)	300	300	75	145	(N)
Jing Hong	China	Huaneng Lancang River Hydropower Co. Ltd.	F H R	Lancang	1139	- /04	- /05	- /08	- /09	107	705	848	1140	V	(3)	0.80	(3)		(1)	300		64 93	93 93	(S)
Se San 4	Vietnam	EVN (Electrictie de Vietnam)	H	Poko	893	12/04	03/05	- /08	- /09	74	834	753	1300	V	(1)	0.80	(1)	0.80	(1)	300	300	80	160	(N)
Santa Laura	Brazil	Santa Laura S/A	H	Chapecozinho	19	- /06	- /06	- /08	- /08	27		24	42
Santa Rosa II	Brazil	Santa Rosa S/A	H	Grande	7	- /06	- /06	- /08	- /08	31
Pengshui	China	Datang International Power Generation Co. Ltd.	H I	Changxi	1444	- /05	- /06	- /08	- /09	117	326	608	1330	V	(3')	0.70	(3')	0.70	(1)			64 81	96 121	(F)
Liujiadong	China		H	Gui	26	- /06	- /07	- /08	- /08	61	166		127
Maojiahe	China	China Power Investment Corporation	H	Beipan	13	- /06	- /07	- /08	- /08	75
Huanghuazhai [A]	China	China Datang Corporation	H	Getu	175	07/06	- /07	- /08	- /08	110	253	280	292									52	96	(F)
Cachoeirão	Brazil	Hidrelétrica Cachoeirão SA	H	Manhuaçu		- /07	- /07	- /08	- /08	23	90
Alto Irani [H-F]	Brazil	CPFL Renovaveis	H	Irani	2	- /07	- /07	- /08	- /08	44	270	14	20	2.50		2		2
São Simão	Brazil	São Simão Energia S/A	H	Itapemirim	11	- /06	- /07	- /08	02/09	56	187	92	115
Angelina (formerly Portobello - Corredeira do Encano)	Brazil	Lumbrás Energética S.A.	H	Garcia		- /07	- /07	- /08	03/09	45	178
Engenheiro Henrique Kotzian	Brazil	BME Energia SA	H	Ivaí	9	- /06	- /07	- /08	04/09	40	227	58	76
Pedra do Garrafão	Brazil		H	Itabapoana		- /07	- /07	- /08	05/09	15	110
Goiandira	Brazil	Goiás Sul Geração de Energia S.A.	H	Verissimo	76	08/07	- /07	- /08	05/09	44	341			V		0.75		0.75
Binh Dien	Vietnam	Binh Dien Electricity Joint Stock Company	H	Huu Trach	424	- /06	- /07	- /08	- /09	55	571	189	423							300	300	70	105	(F)
Shuhe	China		H	Hanjiang	176	- /06	- /07	- /08	- /09	72
Qingxi [A]	China	Guizhou Qianyuan Power Co. Ltd.	H	Furong	98	- /06	- /07	- /08	- /09	82	166		154
Nongling	China	Dehong Longjiang Hydropower Development Co. Ltd.	H	Long	233	- /06	- /07	- /08	- /09	91	280		486
Shankou	China	Xinjiang Yili River Basin Development Authority	H	Takasi	121	04/06	- /07	- /08	- /09	50	496
Rodeio Bonito	Brazil	Velcan Energy Development Ltda.	H	Irani	9	- /06	- /07	- /08	01/10	32	223		59	V		0.85		0.85
Ernesto Jorge Dreher	Brazil	BME Energia	H	Ivaí	4	- /07	- /08	- /08	04/09	23	220	29	35									68	17	(N)
Las Truchas	Mexico	Desarrollos Mineros San Luis, S.A. de C.V.	H	La Lobor o Las Truchas		- /07	- /08	- /08	- /09	35	230	24								300	300
Yunlonghe Nº3 [A]	China	Engshi Yuefeng Yunlong River Hydropower Development Co. Ltd.	H	Yunlong	44	03/06	04/07	04/09	- /11	135	119	182	207	curve	(3')	curve	(3')		(3')
Capillucas	Peru	Cementos Lima S.A.	H	Canete	5	01/07	10/08	04/09	10/09	34	60	75	75	0.375	(3')	0.75	(3')*			300	300	65	90	(N)
Kasegawa	Japan	Ministry of Land, Infrastructure, Transport and Tourism	F H I W	Kase	71	02/05	10/07	06/09	03/12	99	456	830	948	V 0.60	(1) (1)	0.75	(1)	0.75	(1)	250	1000	84	36	(F)
Yunkou [A]	China	Yujiang Hydropower Co. Ltd.	H	Wuni	35	06/07	04/08	06/09	- /12	119	152	200	205
Vaca	Belize	Belize Electric Company Ltd (BECOL) and A. Fortis Company, Canada	H	Marcal	12	02/07	02/08	10/09	12/11	70	245	200	220	0.20	(1)	0.75	(3')*	0.75	(12)	300	3600	94	31	(F)
Taum Sauk [H-F]	USA	AmerenUE	H	Water source - East Fork of Black River	6	02/07	10/07	11/09	06/10	49	2060	2448	2500	0.60	(1)	0.60	(1)	no spillway		300	300	59	59	(F)
Salto	Brazil		H			- /07	- /07	- /09	- /09	42
Wudu	China	Sichuan Wudu Water Conservancy and Hydropower Group Ltd.	F H I W	Fu	572	10/04	- /07	- /09	- /10	121	631	1151	1580	V	(3')	0.75	(3')	0.80	(3')					(F)
São Pedro	Brazil	Säo Pedro Energia S/A	H	Jacu Braço Norte	2	- /06	- /07	- /09	- /10	30	140	22	35
Sông Côn 2	Vietnam		H		30	- /06	- /07	- /09	- /10	48
Tianhuaban [A]	China	Niulanjiang Hydropower Development Co. Ltd.	H	Niulan	66	12/06	- /07	- /09	- /10	113	160	182	360	curve	(3')	curve	(3')	ogee	(3)
Baishiya	China		H I W	Xijiang	26	- /04	- /07	- /09	- /12	74	190	230	240			0.75
Palomino [H-F]	Dominican Republic	EGEHID (Empresa de Generación Hidroeléctrica Dominicana)	H	Yaque del Sur and Blanco	3	- /05	- /07	- /09	- /13	65	153
Criúva	Brazil	Criúva Energética S/A	H	Lajeado Grange	7	- /08	- /08	- /09	12/09	23	246	80	95									72	18	(N)
Chonghu’er	China	Xinjiang-Xinhua-Chonghuer Hydropower Development Co. Ltd.	H	Buerjin	80	10/06	- /08	- /09	- /09	71	545		480
Areia Branca	Brazil	Hidrelétrica Areia Branca S.A. (Tractebel Energia)	H	Manhuaçu		- /08	- /08	- /09	- /09	28	257
Palanquinho	Brazil	Serrana Energética S/A	H	Lajeado Grande	6	- /07	- /08	- /09	01/10	32	137	89	103									72	18	(N)
Barra dos Coqueiros	Brazil	Gerdau SA	H W	Claro		08/07	- /08	- /09	07/10	15
Maduhe [A]	China		H	Siyang	2463	- /06	- /08	- /09	- /10	100	185
São José	Brazil	Companhia Energetica de Sao Paulo	H	Carreiro		- /07	- /08	- /09	- /10	30
Passo de Meio	Brazil	Energética Campos de Cima da Serra Ltda	H	das Antas	27	- /07	- /08	- /09	- /10	31	110
Caçu	Brazil	Gerdau SA	H	Claro		- /07	- /08	- /09	- /10	40
Yangjiayuan [A]	China		H W	Tongzhi	78	- /07	- /08	- /09	- /10	68	153
Santa Clara	Brazil	Centrais Elétricas do Rio Jordão S/A	H	Mucuri	151	- /07	- /08	- /09	- /10	72	242	520	600							300	300		0
Geliqiao	China	Wujiang Hydropower Development Corporation	H	Qingshui	77	01/07	04/08	- /09	- /10	124	104		500
Arvoredo	Brazil	CPFL Renovaveis	H	Irani	2	- /08	- /09	- /09	04/10	39	250	53	81	V		0.75		0.75				80	20	(N)
Feke II	Turkey	Akkur Energy Production Trade and Industry Co. Inc.	H	Göksu	63	12/07	12/08	02/10	08/10	70	256	194	227	0.07	(6)	0.80	(3')*	separate		300	300	60 60	60 50	(F)
Çine (Adnan Mendres)	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	(-) -
Pirris	Costa Rica	ICE (Instituto Costarricence de Electricidad)	H	Pirris	36	12/06	03/09	06/10	07/11	113	258	695	755	0.33	(3')*	0.50	(3')*	0.50	(12)	300	300	88	132	(N)
Braamhoek	South Africa	ESKOM	H	Braamhoekspruit	27	04/08	06/09	06/10	02/11	37	330	90	98	V	(3')	0.67	(3')*	0.67	(3')*	300	1200	70	95	(F)
Son La	Vietnam	EVN (Electricté de Vietnam)	F H	Song Da (Black river)	9260	04/04	01/08	08/10	12/12	138	962	2677	4800	V	(3')	0.73	(3')*	separate		300	300	60	160	(F)
Şirnak	Turkey	DSI - State Hydraulic Works	H	Ortasui	18	- /08	11/09	08/10	09/10	67	198	157	231	0.10	(1)	0.80	(1)	0.80	(12)	300	600	125	0	(-) -
Ban Ve	Vietnam	EVN (Electrictie de Vietnam)	H	Ca	1500	08/04	02/07	10/10	12/11	136	480	1520	1750	v 0.30	(3')	0.85	(3')*	0.80	(12)	300	300	80	120	(N)
Çamlica III [H-F]	Turkey	Akfen Energy	F H	Zamanti	1	04/08	04/10	12/10	04/11	52	186	160	182	0.70	(7)	0.70	(3)*	0.70	(12)	300	300	88	37	(F)
Dong Nai 3	Vietnam	EVN (Electrictie de Vietnam)	F H	Dong Nai	1690	12/04	05/08	12/10	10/11	108	594	1138	1235	V	(1)	0.75	(1)*	0.75	(1)	300	300	75	0	(-) -
Jin’anqiao	China	Hanergy, Yunnan Jinsha River Hydropower Co. Ltd. and Yunnan Investment and Development Co. Ltd.	H N R	Jinsha	913	12/03	05/07	- /10	- /11	160	640	2400	3920	V	(3)	0.75	(3)	0.75	(1)			72 96	108 117	(F)
Rondon II	Brazil	Eletrogoes S/A.	H		478	- /07	- /08	- /10	- /11	19
Imboulou	Republic of Congo	Délégation Générale des Grands Travaux	H	Léfini	584	09/03	- /08	- /10	05/11	33	310
Shaizhu [A]	China		H	Xima	3	- /06	- /08	- /10	- /11	72	160		100
Sanliping [A]	China	Hubei Energy Group Co. Ltd.	F H	Nanhe	499	- /07	05/08	- /10	- /11	133	285		390		(1)		(1)		(1)
Figueirópolis	Brazil	CPFL Renovabeis	H	Jauru	34	- /08	- /09	- /10	12/10	28	170			V		0.43		0.75
Pipoca	Brazil	Hidrolétrica Pipoca S/A	H	Santo Antonio	8	- /08	- /09	- /10	- /11	26
Ibirama	Brazil	Ibirama Energética SA	H			- /09	- /09	- /10	- /10	15
Ninho da Águia	Brazil	CPFL Renovaveis	H	Santo Antônio	1	- /09	- /09	- /10	- /10	15	94		14	V		0.75		0.75
Caju	Brazil	Energisa Geracao Rio Grande S/A	H	Rio Grande	10	- /09	- /09	- /10	03/11	38	220	66	82
Naen [A]	China		H	Baidu	22	- /06	- /09	- /10	- /11	75	217
Saizhu [A]	China	Niulanjiang Hydropower Development Company Ltd.	H	Xima	3	04/06	- /09	- /10	- /11	72	160	107	115	curve	(3')	curve	(3')		(3)
Luoboba [A]	China	Enshi Tianfa Electric Ltd.	F H R	Lengshui	87	- /07	- /09	- /10	- /11	114	192	21	21											(F)
Lavrinha	Brazil	BME	H	Paraiba do Sul		12/07	- /09	- /10	- /11	28		85
São Gonçalo - formerly Santa Bárbara	Brazil	SPE São Gonçalo Energia S.A.	H	Santa Bárbara	6	- /08	- /09	- /10	- /11	28	154	14	26	V		0.75		0.75				68	17	(N)
Simplicio	Brazil	Furnas Centrais Elétricas S/A.	H			- /08	- /09	- /10	- /11	30	260		94
Lechangxia	China	Department of Water Resources, Guandong Province	H I N	Bei	374	- /08	- /09	- /10	- /11	85	256
Corrente Grande	Brazil	CPFL Renovaveis	H	Corrente Grande	12	- /10	- /10	- /10	- /10	30	115			V		0.75		0.75
Marco Balbo	Brazil		H			- /10	- /10	- /10	- /10	30		42	73
Gomal Zam [A-G]	Pakistan	Water and Power Development Authority (WAPDA)	F H I	Gomal	1424	07/02	12/08	03/11	09/11	133	231	390	474	V		0.60		0.60		300	3000 to 4000	91	91	(F)
Changuinola 1 [A-G]	Panama	AES Changuinola	H	Changuinola	347	04/07	12/09	04/11	10/11	105	595	884	910	V	(3')	0.50 0.70	(3')* (3')*	0.50	(12)	300	300	70 65	145 150	(F)
Mauá	Brazil	Consorcio Energético Cruzeiro do Sul (Copel and Electrosul Centrais Eléctricas SA)	H	Tibagi	84	- /09	01/10	05/11	- /12	85	745	633	753	V	(2)	0.80	(10)			300	2400	60	15	(N)
Dong Nai 4	Vietnam	EVN (Electrictie de Vietnam)	H	Dong Nai	337	12/04	03/09	06/11	- /12	128	481	1305	1370	V	(1)	0.80	(1)	0.80	(1)	300	300	85	115	(N)
Güllübag	Turkey	Senerji Enerji	H	Çoruh	21	05/09	02/11	06/11	02/12	72	97	160	175	V	(3)	0.50 0.70	(3)	0.70	(12)	300	300	70	70	(F)
Dak Mi 4	Vietnam	(IDICO) Urban and Industrial Development Zone Investment Company	H	Vu Gia	313	04/07	01/08	08/11	04/12	90	472	720	800	V	(3')	0.48 0.80	(3')* (3')*	0.80	(1)	300	300	95	125	(N)
Song Tranh 2	Vietnam	EVN (Electrictie de Vietnam)	H	Song Tranh	733	03/05	04/08	08/11	12/12	96	640	1032	1315	V	(3')	0.80	(1)	0.75	(1)	300	300	70	110	(N)
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)
Menge	Turkey	Enerjisa En. Ut. A.S.	H	Göksu	51	05/09	08/10	10/11	12/11	68	304	349	384	0.25	(1)	0.80	(3)	0.80	(12)	300	300	80	40	(F)
Nam Gnouang (Theun Hinboun Expansion)	Laos	Theun Hinboun Power Company	H	Nam Gnouang	2262	10/08	03/10	12/11	- /12	70	470	383		V	(1)	0.80	(1)	1.00	(12)	300	300	90	100	(F)
Shiyazi	China	Guizhou Zhongshui Energy Co. Ltd.	H	Hongjiadu	321	- /07	04/08	12/11	12/11	135
Gongguoqiao	China	Huaneng Lancang River Hydropower Co. Ltd.	H	Lancang	316	- /08	- /09	- /11	03/12	105	356		1067
Kamchay	Cambodia	Electricity of Cambodia (44-year BOT to Sinohydro Corporation)	H	Kamchay	718	- /07	- /09	- /11	- /12	112	568			V 0.30		0.75
Qinglong [A]	China	Enshi Mawei Valley Hydropower Development Co. Ltd.	H	Maweigou	29	12/08	- /09	- /11	- /12	140	116		212
A Luoi	Vietnam	Central Hydropower Joint Stock Company	H	A Sap		06/07	04/09	- /11	- /12	50	208	138
Sefaköy	Turkey	Püre Energy Üretim Tic. A.S.	H	Aras	21	- /08	- /10	- /11	10/11	55	148	120			(3)		(3)
Anta	Brazil	Furnas	H	Paraiba do Sul	114	- /09	- /10	- /11	12/11	30	270	44	55
Moínho	Brazil	Statkraft	H	Bernado Jose	1	- /09	- /10	- /11	- /11	22		9	25									68	17	(N)
Nabi	China	Baise WaCun Hydropower Development Co.	H	Xiyang	57	- /09	- /10	- /11	- /11	69	247		289
Lianhuatai	China		H	Dan	95	02/09	- /10	- /11	- /11	70	221		221
Boa Fé	Brazil	Boa Fé Energética	H	Carrero		- /10	- /10	- /11	- /11	26	198	32	58
Silopi	Turkey	DSI - State Hydraulic Works	H W	Hezil	29	08/08	- /10	- /11	02/12	89	356	718	752	0.10	(7)	0.70	(3)	0.70	(3)	300	300	81	39	(-) -
Santo Antonio	Brazil	Energisa Geracao Rio Grande S/A	H	Rio Grande	17	- /09	- /10	- /11	02/12	44	285	81	105
Linxihe [A]	China	Hubei Huaqing Power Co. Ltd.	H	Loushui	52	- /08	- /10	- /11	- /12	74	146
Madushan	China	Honghe Guangyuan Hydropwer and Madushan Development Co. Ltd.	H N W	Honghe	552	- /08	- /09	- /11	- /12	108	353		987
A’hai	China	Yunnan Jinsha River Hydropower Co. Ltd.	H I	Jinsha	882	- /08	- /10	- /11	- /12	130	482		2707
São Sebastião do Alto	Brazil	Energisa Geracao Rio Grande S/A	H	Rio Grande	44	- /09	- /10	- /11	- /12	40	200	51	75
Balkusan	Turkey	Karen Energy	H	Balkusan	15	- /09	- /10	- /11	- /12	48	189	60	76	V	(1)	0.75	(1)*	0.75	(12)	300	1200	75	50
Qingyanggou	China		H	Sule		- /09	- /10	- /11	- /12	64	147
Dengke	China	Yunnan Baoshan Electric Co. Ltd.	H	Longchuan	53	- /09	- /10	- /11	- /12	76	239
Wanjiakouzi [A]	China	China Datang Corporation	H	Gexiang	279	- /08	- /09	- /10	- /11	168	413		1020
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	(-) -
Köprü	Turkey	Enerjisa En. Ut. A.S.	H	Göksu	98	07/09	12/10	04/12	- /13	109	413	975	1050	V 0.60	(1)	0.80	(1)	0.80	(12)	300	300	85	45	(F)
Dong Nai 2	Vietnam	Trung Nam Power Jointstock Company	H	Dong Nai	281	04/09	12/10	05/12	03/13	80	429	786	1025							300	300	80 90	120 110	(N)
Bui	Ghana	BPA (Bui Power Authority)	H I	Bui	12570	10/07	02/09	05/12	11/14	108	493	830	900	V	(3')	0.75	(3')	0.75	(12)	300	3000	45 61	85 91	(F)
Gökkaya	Turkey	MEM Energy	H	Goksu	18	02/10	07/10	05/12	07/12	69	118	96	122	0.067	(3)	0.80	(3)	0.80	(11)	300	300	55	55	(F)
Ban Chat	Vietnam	EVN (Electrictie de Vietnam)	H	Nam Mu	2138	01/06	08/09	08/12	12/13	130	425	1600	2	V	(3')	0.80	(3')*	separate		300	300	60	160	(F)
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	(3)	0.80	(12)	300	300	80	40	(F)
Akköy II (Aladereçam)	Turkey	Akköy Energy A.S.	H	Karaovacik	14	- /07	05/11	09/12	- /13	60	260	226	306	V	(1)	0.80	(1)	0.80	(12)	300	300	85	85	(N)
Nam Ngum 5 [A]	Laos	Nam Ngum 5 Power Company Ltd. (15% Électricité du Laos - Generation Company Ltd., 85% Power)	H	Nam Ting	314	10/08	11/11	12/12	12/12	101	235	298	421
Nuoc Trong	Vietnam	MARD (Ministry of Agriculture and Rural Development)	H I	Tra Kluc	290	- /08	07/09	12/12	- /13	69	454	450	600	V	(3')					300	300	125 80	218 230	(N)
Dak Drinh	Vietnam	Petro Vietnam	H	Dak Drinh	249	01/09	09/11	12/12	12/13	100	466	788			(3')		(3')*		(12)	300	300	80	115	(N)
Boa Sorte	Brazil	Boa Sorte Energética S/A	H	Tijucas	18	- /07	- /07	- /12	- /12	26
Longkaikou	China	Yunnan Jinsha River Hydropower Co. Ltd.	F H N R W	Jinsha	558	08/07	09/08	- /12	- /13	116	768	2840	3853	V	(3)	0.75	(3)			300	3000	96 60	96 90	(F)
Shankouyan [A]	China	Shankouyan Hydro Project Development Co.	H	Yuanhe	105	11/07	- /09	- /12	- /13	99	268		272
Ouro	Brazil		H			- /10	- /10	- /12	- /12	16
Grand Poubara	Gabon	Ministries of Mining, Energy, Oil and Water Resources	H	Ogooué		11/08	- /10	- /12	08/13	37	300
Shatuo	China	Wujiang Hydroelectric Development Corporation	F H N	Wu	910	05/06	- /10	- /12	- /13	101	631	1510	1980	V 0.15	(3')	0.75	(3')	0.75	(3)	300	3000
Kavsak Bendi	Turkey	Enerjisa En.Ür. A.S.	H	Seyhan		- /09	- /10	- /12	- /13	88				0.20	(1)	0.80	(1)
Guandi	China	Yalong River Hydropower Development Co. Ltd.	H	Yalong	783	- /09	- /10	- /12	- /13	168	516	2970	4710	V 0.30				0.70						(F)
Tongzilin	China		H	Yalongjiang	1	- /08	- /10	- /12	- /14	71
Victor Baptista Adami (formerly Passos Maia)	Brazil	Passo Maia Energética S.A. (Adami, Desenvix, Statkraft)	H	Chapecó	14	- /10	- /11	- /12	09/12	34		66										72	18	(N)
Nankangheerji [A]	China		H	Nankang	31	- /10	- /11	- /12	- /12	68	179
Água Limpa	Brazil	Água Limpa Energia S/A	H	Palmeiras	10	- /11	- /11	- /12	- /12	79	674	42
Garibaldi	Brazil	CTG Brasil (previously Triunfo Engergia)	H	Canoas		- /10	- /11	- /12	09/13	40	490	264	382
Çetintepe	Turkey	DSI - State Hydraulic Works	H	Robozik	12	09/08	- /11	- /12	- /13	39	173	60	64	0.10	(3)	0.80	(3)	0.80	(12)	300	1200	95	0	(-) -
Ivan Botelho I (Ponte)	Brazil	Centrais Hidrelétricas Grapon S/A	H	Pomba	17	- /10	- /11	- /12	- /13	32
Huong Dien	Vietnam	FPT Corporation	H	Bo	821	- /10	- /11	- /12	- /13	83		260	400									90	100	(N)
Pezzi	Brazil	Pezzi Energética S.A.	H	das Antas	24	- /11	- /12	- /12	- /13	42		44	80									76	19	(N)
Serra dos Cavalinhos II	Brazil	Serra dos Cavalinhos II Energética S.A.	H	das Antas	24	- /11	- /12	- /12	- /13	42		33	80									72	18	(N)
Murum	Malaysia	SEB (Sarawak Energy Bhd)	H	Murum	12043	10/08	05/10	07/13	- /15	146	440	1520	1660	V 0.20	(3') (3')	0.70 0.80	(3)	0.70 0.80		300	3000	88 65	88 72	(F)
Cannelton [H-F]	USA	American Municipal Partners (AMP)	H	Ohio		05/09	06/12	08/13	09/16	35	158	113		0.80	(10)	0.80	(10)	separate		230	230	118	64	(F)
Meldahl [H-F]	USA	American Municipal Partners (AMP)	H	Ohio		04/11	06/13	12/13	04/16	28	84	56		0.80	(10)	0.80	(10)	separate		230	230	116	62	(F)
Upper Paung Laung	Myanmar	Department of Hydroelectric Power - Ministry of Electric Power	H	Paung Laung	1300	01/06	01/11	12/13	- /14	103	530	936	1100	V	(3')	0.80	(3')*	0.80	(12)	300	300	90	140	(N)
Kalashuke	China	Department of Water Resources, Xinjiang Province	F H W	E’erqisi	2419	- /07	- /10	- /13	- /14	122	1489	2520	2890			0.75		0.75		300	3000			(F)
Mamaya Nº1	China	Guizhou Qianyuan Power Company	H	Beipan	137	- /08	- /10	- /13	- /14	109	250		591
Luntan [A]	China	Luntan Hydraulic Engineering Co. Ltd.	H	Yangcunshui	180	12/08	- /10	- /13	- /14	90	218
Rastro de Auto	Brazil		H			- /11	- /11	- /13	- /13	23
Lizhou [A]	China	China Huadian Corporation	H W	Muli	190	- /09	- /11	- /13	- /14	132	211
Huhehaote (Hohhot) PSS - Downstream lower dam	China	Nei Mongol (Inner Mongolia) Electricity Corporation	H	Halasxinegou	7	- /05	- /11	- /13	- /15	65	308	205	305
Huhehaote (Hohhot) PSS - Upstream lower dam	China	Nei Mongol (Inner Mongolia) Electricity Corporation	H	Halasxinegou	7	- /05	- /11	- /13	- /15	69	242	185	330
Shannipo [A]	China	Guizhou Qianyuan Power Co. Ltd.	H	Beipan	85	- /09	- /11	- /13	- /15	119	205	199	267	curve	(3')	curve	(3)	ogee	(3)
João Borges	Brazil	Eletrosul Centrais Elétricas SA	H	Caneiras		- /12	- /12	- /13	11/13	24	273
Shaqian	China	HydroChina Co.	F H	Furong	57	10/11	- /12	- /13	- /13	59
Barra de Rio Chapéu	Brazil	Eletrosul Centrais Elétricas S/A	H W	Braço do Norte	21	- /12	- /12	- /13	- /13	21
Shuangfengsi	China		H	Luanhe	137	- /11	- /12	- /13	- /14	50	535		550
Lower Russei Chrum	Cambodia	Ministry of Mines and Energy	H	Russei Chrum	62	- /11	- /12	- /13	- /14	68
Fuzikou	China	Guilin Dayu Water Infrastructure Development Investment Co. Ltd.	F H	Lijiang	188	11/11	- /12	- /13	- /14	77	239		304
Astandag	Turkey	DSI - State Hydraulic Works	H I W	Bembo	11	09/08	11/11	02/14	11/14	69	210	162	202	V	(1)	0.80	(1)*	0.80	(12)	300	1200	95	0	(-) -
Beyhan-I [H-F]	Turkey	Kalehan Energy Üretim ve Ticaret A.S.	H	Murat	369	- /09	03/12	03/14	03/15	97	361	1480	1661	0.70	(7)	0.70	(1)			300	300	90	40	(M)
Song Bung 4	Vietnam	EVN (Electrictie de Vietnam)	H	Vu Gia	511	- /10	06/12	04/14	10/14	114	345	852	963	V 0.40		0.80				300	300	80 60	120 140	(N) & (F)
Willow Island [H-F]	USA	American Municipal Partners (AMP)	H	Ohio		12/11	11/13	04/14	02/16	20	66	49		0.80	(10)	0.80	(10)	separate		230	230	116	62	(F)
Tsugaru	Japan	Ministry of Land, Infrastructure, Transport and Tourism	F H I	Iwaki	141	10/08	05/10	08/14	03/16	97	342	500	717	V 1.00	(1) (1)	0.74	(1)	0.74	(1)	250	1000	91	39	(F)
Bonyic	Panama	Hidroécología Teribe (HET) S.A.	H	Bonyic	1	- /11	- /13	08/14	- /15	37	165		88
Smithland [H-F]	USA	American Municipal Partners (AMP)	H	Ohio		12/11	03/14	10/14	07/17	33	153	120		0.80	(10)	0.80	(10)	separate		230	230	118	64	(F)
Pembelik [H-F]	Turkey	Darenhes A.S.	H	PeriSuyu	358	11/10	03/13	10/14	- /15	88	500	760	838	0.20	(3')	0.80	(3')	0.80	(12)	300	1200	120	0	(-) -
Ludila	China	Yunnan Huadian Hydropower Co. Ltd.	H	Jingsha	1718	01/07	- /11	- /14	- /15	140	622		1920	V 0.20		0.75
Longtanzui [A]	China		H	Hanshuinanhe		- /10	- /12	- /14	- /15	98			205
Manduriacu	Ecuador	CELEC (Corporatión Eléctrica del Ecuador)	H	Mauduriacu	10	12/11	- /13	- /14	03/15	61	245	114		0.25		0.75		0.75						(N)
Gümüsören [H-F]	Turkey	DSI - State Hydraulic Works	H I W	Zamanti	195	- /11	- /13	- /14	06/15	37	842	1890	1943	0.70	(3)	0.76	(3)	0.76	(12)	300	1200
Gölgeliyamaç	Turkey	DSI - State Hydraulic Works	H	Guzeldere	3	09/08	- /13	- /14	- /15	52	150	85	99	V	(3)	0.80	(3)	0.80	(12)	300	1200	95	0	(-) -
Oguzlar	Turkey	DSI - State Hydraulic Works	H	Ortasu	20	09/08	- /13	- /14	- /15	53	431	392	460	0.10	(1)	0.80	(1)*	0.80	(12)	300	600	100	0	(-) -
Musatepe	Turkey	DSI - State Hydraulic Works	H	Robozik	13	09/08	- /13	- /14	- /15	66	165	131	138	0.10	(3)	0.80	(3)	0.80	(12)	300	1200	95	0	(-) -
Lijiahe [A]	China		H	Bahe	53	- /11	- /13	- /14	- /15	99	352	370	478
Katende	DR Congo		H			08/11	- /13	- /14	- /15	16
Songyue Dam Raise	China	Helong Electricity Corporation	F H I R W	Hailanhe	21	- /12	- /13	- /14	- /15	41	271		77	V	(1)	0.73	(10)	conduit		300	2000	80	100	(F)
Karakuz	Turkey	Derin Enerji Uretim San. Ve Tic. A.S.	H		5	- /12	- /13	- /14	- /15	45		400		V		0.80
Adigüzel II	Turkey		H		15	- /12	- /13	- /14	- /15	61		150
Ayvali	Turkey	Ozdogan Enerji	H	Oltu	308	04/11	02/13	02/15	10/15	177	405	1650	1900	V	(3')	0.75	(3')*	0.75	(12)	300	300	50 100	110 120	(F)
Göktas 1 [H-F]	Turkey	Bereket Energy	H	Zamanti	109	04/11	03/13	03/15	- /16	133	200	749	900	0.30 1.00	(3) (3)	0.60 1.00	(3) (3)	0.75	(12)	300	300	50	50	(F)
Kotanli II [A-G]	Turkey	EBD En. Ür. ve Tic. A.S.	H	Kura	20	10/12	05/14	04/15	11/15	70	250	248	252	0.15	(3)	0.70	(3')*	0.70		300	300	85	130	(N)
Lai Chau	Vietnam	EVN (Electrictie de Vietnam)	H	Song Da (Black River)	1215	06/10	03/13	05/15	07/17	131	620	1884	2500	V	(3')	0.75	(3')*	0.75	(12)	300	300	60	160	(F)
Teesta low dam (Stage IV)	India	NHPC Ltd.	H	Teesta	37	05/06	01/13	05/15	08/16	45	196	167	170	0.40	(3')*	0.80	(3')*	separate		300	300	85	135	(F)
Cerro del Águila	Peru	IC Power	H	Mantaro	37	11/12	08/14	06/15	- /16	89	270	250	450	0.10	(1)	0.75	(1)*	0.75	(12)	300	600	115	23
Xekaman 1	Laos	Xekaman Power Ltd.	H	Xe Kaman	3120	03/12	05/13	07/15	12/16	120	335	870	1065	V	(3')*		(3')*		(12)	300	300	70	130	(F)
Ulu Jelai/Susu	Malaysia	Tenaga Nasional Berhad	H	Bertam, Telom and Lemoi	18	03/11	03/14	09/15	07/16	90	513	731	747	V	(4')	0.80	(3')*	0.80	(1)*	400	2400	100 95	0 0	(-) -
Gibe III	Ethiopia	Ethiopian Electric Power (EEP)	H	Omo	14690	04/08	12/11	10/15	- /16	246	630	6200	6400	0.25	(3')	1.00	(3')*	1.00	(3')*	400	400	70 to 120	45 to 60	(S)
Guanyinyan	China	Huarui Investment Group Ltd.	F H N R	Jinsha	2072	- /08	- /11	- /15	- /16	159	1250	6473	9364	V 0.10	(3')	0.75	(3')	0.75	(1)	300
Tuoba	China		H	Langcang	1215	- /10	- /12	- /15	- /16	158	508		3600
Burç	Turkey	Akkur Energy Production Trade and Industry Co. Inc.	H	Göksu	63	01/07	01/08	- /10	- /11	70	235	232	260	0.07	(8)	0.80	(3)	separate		300	300	60	50 to 60	(F)
Teles Pires	Brazil	ANEEL (Agência Nacional de Energia Elétrica)	H	Teles Pires	1	07/11	- /13	- /15	09/16	80	360	500	1020
Datengxia	China		H	Qianjiang	18	- /11	- /13	- /15	- /16	62
Shah wa Arüs	Afghanistan		F H I W	Shakardara		- /12	- /13	- /15	- /16	81			330
Guoduo	China		H	Zaqu	80	- /12	- /13	- /15	- /16	83	236		550
Mata Velha [H-F]	Brazil	CPFL Renovaveis	H	Preto	38	- /14	- /14	- /15	04/16	44	272	45	65	1.25		1.25		1.25
Lom Pangar	Cameroon	EDC	F H	Lom	6000	- /12	- /14	- /15	- /16	46
Bogovina	Serbia	Bogovina (Public Co.)	F H I W	Cmi Timok	48	- /12	- /14	- /15	- /16	54	396	175	305
San Bartolo	Panama	Corporacion de Energia del Istmo Ltd. S.A.	H	San Pablo	39	- /13	- /14	- /15	- /16	41	371	77		V	(3')	0.85	(3')*	0.85	(12)	300	300	90	0	(-) -
Dayakou [A]	China		H	Nanting	170	- /13	- /14	- /15	- /16	99	300		210
Jubinha I	Brazil	Itamarati Norte S.A.	H	Jubinha	480	- /15	- /15	- /15	- /15	21	1540
Juba IV	Brazil	Itamarati Norte S.A.	H	Juba	7	- /15	- /15	- /15	- /15	26	570
Neelum-Jhelum	Pakistan	Neelum Jhelum Hydropower Company	H	Neelum	8	- /08	- /14	08/16	11/17	47	125		156
Trung Son	Vietnam	EVN (Electrictie de Vietnam)	F H	Ma	349	11/12	04/14	08/16	02/17	88	498	770	1140	V 0.35	(3') (3')*	0.65	(3')*	0.65	(12)	300	300	60 70	140 150	(N)
Yukari (Upper) Kaleköy	Turkey	Kalehan Energy Üretim ve Ticaret A.S.	H	Murat	784	06/12	06/14	09/16	04/18	150	516	2224	2414	0.25	(7)	0.80	(1)			300	300	130	0	(M)
Kargi	Turkey	Limak Energy	H	Sakarya	50	- /11	- /15	12/16	06/17	95	270	535		0.10		0.80
Uludere	Turkey	DSI - State Hydraulic Works	H		17	- /08	- /12	- /16	- /18	77			887
Dong Nai 5	Vietnam	Vinacomin	H	Dong Nai		- /10	- /12	- /16	- /18	72	471
Kirazlıköprü	Turkey	DSI - State Hydraulic Works	H I		66	- /99	- /13	- /16	- /17	73		330
Beyyurdu	Turkey	DSI - State Hydraulic Works	H	Bembo	8	09/08	- /13	- /16	- /17	78	176	186	209	0.10	(3)	0.80	(3)	0.80	(12)	300	1200	95	0	(-) -
Tingzikou	China	Jialing River Tingzikou Water Resources and Hydropower Development Co. Ltd.	F H I N W	Jialing	4067	11/09	- /13	- /16	- /17	116	995
Xiaorongjiang	China	Guilin Dayu Water Conservancy, Infrastructure, Construction and Investment Co. Ltd.	H	Xiaorong	163	- /10	- /13	- /16	- /17	90	255
Lianhua	China		H	Lianhuaxi	33	- /10	- /14	- /16	- /17	30	333
Hechuan	China		H	Jialingjiang	11	- /12	- /14	- /16	- /17	51
Lushi	China		H	Nujiang	1288	- /12	- /14	- /16	- /18	165
Belo Monte	Brazil	Norte Energia S.A.	H	Xingu	5	- /11	- /14	- /16	- /20	74	680	63	2208	V		1.20		separate
Chucas	Costa Rica		H		450	- /11	- /14	- /16	- /17	48	130	180	200	0.20		0.75		0.75		300	2500	96	96	(N)
Karareis	Turkey	DSI - State Hydraulic Works	H I W	Camibogazi	10	- /14	- /16	- /18	- /19	45	298	142	173	0.05	(3)	0.80	(3)	0.80	(12)	300
Zongo II	DR Congo	SNEL	H			05/12	- /15	- /16	- /17	20
Guanchang	China		H I W	Qiduxi	24	- /14	- /15	- /16	- /17	54	246
Yunhe	China		H	Dangjiahe	14	- /14	- /15	- /16	- /17	68	176
Haokou	China		H	Furong (Pangu)	90	- /14	- /15	- /16	- /17	85	211
Xiangbiling [A]	China		H	Niulanhe	263	- /14	- /15	- /16	- /17	142	459
Ambarau [H-F]	DR Congo	RandGold	H	Kibali	6	11/14	05/15	- /16	- /17	21	255	33	40	0.75	(4')*	0.75	(1)	0.75	(1)	300	300	100	0	(-) -
Köroglu Kotanli 1 [A-G]	Turkey	EBD En. Ür. ve Tic. A.S.	H	Kura	73	03/15	06/15	02/17	04/17	100	404	640	680	V	(3')	0.60	(3')*	0.60		300	300	85	130	(N)
Patuca 3	Honduras	Empresa Nacional de Energía Eléctrica(ENEE)	H	Patuca	208	- /12	- /16	02/17	- /19	54	160	120	160	0.20	(1)	0.75	(1)	0.75	(12)	300	3000	81	81	(N)
Laúca	Angola	Ministry of Energy and Water/GAMEK	H	Kwanza	5482	07/12	09/14	03/17	06/18	132	1075	2646	2766	V 0.10	(1)	0.85	(1)	0.85	(12)	300	300	90	0	(-) -
Okshtuni	Albania	Diteko Sh.p.k	F H	Okshtuni	7	08/15	03/17	10/17	02/18	65	253	141	194	V 0.15	(12)	0.90	(12)*	0.90	(12)*	300	300	115	0	(-) -
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)
Minas San Francisco	Ecuador	Celec Ererjubones Cp	H	Jubones		- /12	- /14	- /17	08/18	78	121									300	300
Wunonglong	China		H	Lancang (Mekong)	272	06/10	- /15	- /17	- /18	138	247
Kagong	China		H	Lancang	81	- /13	- /15	- /17	- /19	97	237
Kala	China		H	Yalong	234	- /13	- /15	- /17	- /19	128			2560
Ballikaya	Turkey	DSI - State Hydraulic Works	H	Mudurnu	6	09/08	06/15	- /17	- /18	98	188	99	113	0.10	(3)	0.80	(3)	0.80	(12)	300	1200
Incir	Turkey	Enerji S.A.	H	Buyuk Cay		- /13	- /16	- /17	- /18	150
Ximihe	China		H I W	Ximihe	17	- /14	- /16	- /17	- /18	88	147
Piedra Puntuda	Nicaragua	Hidroelectlea Piedra Puntuda and Energia Tropical Sostearble Cerro Frio S.A.	H	Río Mico		- /15	- /16	- /17	- /18	23				0.70 1.00	(5) (5)	0.70 1.00	(1)* (1)*	0.70	(1)*
Fendou	China		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	Mabiehe	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	3678		(3')		(3')		(12)	300	300	82 67	100 100	(F)
Nam Ngiep I	Laos	Nam Ngiep 1 Power Company	H	Nam Ngiep	1192	09/14	04/16	04/18	08/19	167	540	2288		V	(3')		(3')*		(12)	300	2400 - 3600	80 60	120 70	(F)
Muskrat Falls North Dam	Canada	NALCOR	H	Churchill		08/15	07/17	09/18	07/19	39	450	208	243	V	(1)	0.80	(1)	0.80	(1)	300	3000 & 1500	80	140	(F)
Dahuaqiao	China		H	Lancang (Mekong)	262	- /10	- /13	- /18	- /19	107	226		112
Puhulpola (part of Uma Oya Project)	Sri Lanka	Ministry of Irrigation and Water Resources Management	H I	Dalgolia Oya	1	- /11	- /13	- /18	- /19	35	174	30	40	V	(1)		(1)		(12)	300	300	95	95	(F)
Lidi	China		H	Lancang	75	- /10	- /14	- /18	- /19	75	346		1100
Balli	Turkey	DSI - State Hydraulic Works	H		6	- /08	- /14	- /18	- /20	51		144
Kusan 3	Indonesia		H	Kusan		- /15	- /16	- /18	- /19	120	563
Beyhan-II [H-F]	Turkey	Kalehan Energy Üretim ve Ticaret A.S.	H	Murat	79	07/13	- /17	- /18	09/19	60	363	191	210	0.70	(7)	0.70	(1)			300	300	130	0	(M)
São Roque	Brazil	São Roque Energética S.A.	H	Canoas		- /12	- /17	- /18	- /19	68	151	100	583	V		0.75		0.75
Zhuangli	China		F H I W	Shizhe	133	- /15	- /17	- /18	- /19	44	49
Narli	Turkey	Akkur Energy Production Trade and Industry Co. Inc.	H	Göksu	27	- /16	- /17	- /18	- /19	47	153	49	68		(14)		(14)			300	300	65	50	(F)
Gaosheng	China		H	Hongduhe	100	- /16	- /17	- /18	- /19	121
Itaocara	Brazil	Cemig Geração e Transmissão SA and Itaocara Energia Ltda	H	Paraiba do Sul	1700	01/16	- /17	- /18	- /19	50
Melen	Turkey	DSI - State Hydraulic Works	H I W	Melen	693	- /13	06/15	03/19	05/19	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	Azuma	108	08/14	05/17	05/19	10/19	116	291		911	0.15	(1)	0.80	(1)	0.08	(1)	250	1000	84	36	(F)
Xe-Pian Xe-Namnoy	Laos	Xe-Pian Xe Namnoy Power Company	H	Xepian	1043	10/18	04/19	10/19	- /19	56	430	170	200	V				none		300	300			(F)
Arenal I-II [A-G]	Honduras	Energias Limpias del Yaguala SA de CV	H	Yaguala	72	01/18	04/19	11/19	01/21	100	271	242	298	0.04	(3')	0.40 0.67	(3') (3')	0.40	(13)
Kafue Gorge Lower (KGL)	Zambia	Kafue Gorge Lower Power Development Co. Ltd.	H	Kafue	83	09/15	06/18	12/19	- /20	140	397	1300	1530	0.20	(3')	0.75	(3')	0.75	(12)	300	300	60	112	(F)
Grand Ethiopian Renaissance Dam Project (GERDP)	Ethiopia	Ethiopian Electric Power (EEP)	H	Blue Nile	74000	12/10	05/13	- /19	- /20	160	1790	10100	10500	0.22	(3')	1.00	(3')*	1.00	(3')*	400	400	67 to 105	23 to 35	(N)
Pingzhai	China		H	Sanchahe	1089	- /13	- /15	- /19	- /21	163
Capulin-San Pablo	Costa Rica	Hidrotárcoles	H	Tárcoles		- /15	- /16	- /19	- /20	49
Copalar Bajo	Nicaragua		H	Grande de Matagalpa		- /15	- /17	- /19	- /20	70				0.70 1.00	(5) (5)	0.70 1.00	(1)* (1)*	0.70	(1)*
Boboké	Nicaragua		H	Tuma		- /15	- /17	- /19	- /20	72				0.70 1.00	(5) (5)	0.70 1.00	(1)* (1)*	0.70	(1)*
Mangshan	China		F H I W	Changlehe	133	- /15	- /17	- /19	- /20	101	355
Nam Kong 3	Laos	Chaleun Sekong Energy Co Ltd (CSE)	H	Nam Kong	471	11/17	- /18	- /19	05/20	65	500	379
El Chaparral [H-F]	El Salvador	Comisión Ejecutiva Hidroeléctrica del Rio Lempa (CEL)	H	Torola		- /09	- /18	- /19	07/20	88	321	375	450		(3')*		(3')*		(3')*			60	0	(-) -
El Tornillito	Honduras	Hidrovolcan	H	Ulua		- /18	- /18	- /19	10/20	83	440
Zungeru	Nigeria	Federal Ministry of Power, Nigeria	F H	Kaduna	11400	09/13	01/18	08/20	10/21	101	1090	1920	2400	V	(3')	0.75	(3')*	0.75	(12)	300	300	59 69 94	76 69 76	(F)
Site C	Canada	BC Hydro	H	Peace		- /16	07/17	10/20	- /21	71	800	1740		V		0.80		0.80		300	300	60 60	90 120	(F)
Hayghar (Dehroud) [H-F]	Iran	Fars Regional Water Company	F H I	Firooz Abadi	228	- /09	- /12	- /20	- /21	91	230	260	285	0.90	(3')	1.20	(3')*	1.20	(12)	300	300
Chame Shir	Iran	Iran Water & Power Resources Development Compay (IWPC)	F H I W	Zohreh	2300	- /11	- /14	- /20	- /22	151	680	1100		V		0.70				300	300	160	0	(-) -
Asagi (Lower) Kaleköy	Turkey	Kalehan Energy Üretim ve Ticaret A.S.	H	Murat	556	03/13	- /15	- /20	04/21	125	346	1192	1342	0.25	(7)	0.80	(1)			300	300	130	0	(M)
Shafaroud	Iran	Gilan Province Water Authority	H I W	Shafaroud	98	03/12	03/16	- /20	03/22	137	372	950	1180	0.10 0.50	(3')	0.80	(3')*	0.80	(12)	300	300
Çetin [H-F]	Turkey	DSI - State Hydraulic Works	H			- /12	- /18	- /20	- /21	157		2400
Tam My	Vietnam		H I W	Cai		- /16	- /18	- /20	- /21	67
Souapiti	Guinea	Ministry of Energy and Hydraulics	H	Konkouré	6300	- /16	- /18	- /20	- /21	116	1200		3
Dagu	China		H	Yaluzangbu		- /16	- /18	- /20	- /21	118
Veracruz	Peru	Endesa, Chile	H	Marañon	3000	- /16	- /18	- /20	- /21	189	440	1690	2120	V 0.40		0.80		0.80
Xiakoutang [A]	China		H	Yu		- /17	- /18	- /20	- /21	70
Las Cruces	Mexico	CFE (Comisión Federal de Electricidad)	F H I R	San Pedro Mazquital	2485	- /17	- /18	- /20	- /21	185	815	2	2400	V 0.10	(1) (1)	0.80	(1)	0.80		300	300
Salto Y-Y	Nicaragua		H	Río Y-Y		- /18	- /19	- /20	- /21	20				0.70 1.00	(5) (5)	0.70 1.00	(1)* (1)*	0.70	(1)*
Nam Theun 1	Laos	Nam Theun 1 Power Company	H	Nam Kading, aka Nam Theun	3009	08/15	01/19	06/21	07/22	177	772	3980	4180							300	3000	100 120	80 130	(F)
Koyisha (Gibe IV)	Ethiopia	Ethiopian Electric Power (EEP)	H	Omo	6540	- /16	- /18	- /21	- /22	170
Upper Yeywa (Kyaukme)	Myanmar	Department of Hydroelectric Power - Ministry of Electric Power	H	Myitnge		- /15	- /19	- /21	- /22	88	247	450	500
La Trong	Vietnam		H I			- /16	- /19	- /21	- /22	76
Wawa PSP - Upper dam	Philippines	Olympia Violago Water & Power Inc. (OVPI)	H			- /17	- /19	- /21	- /22	84
Noapha	Myanmar	Department of Hydroelectric Power - Ministry of Electric Power	H	Thanlwin		- /17	- /19	- /21	- /23	85
Middle Yeywa	Myanmar	SN Power	H	Myitnge	453	17/00	- /19	- /21	- /23	160	244	1700
Janneh [A-G]	Lebanon	EBML	H I W	Ibrahim (Abraham)	38	- /15	10/19	- /21	- /21	160	350	1450								300	300
Naruse [H-F]	Japan	Ministry of Land, Infrastructure, Transport and Tourism	F H I W	Naruse	79	05/18	10/19	08/22	11/23	115	755	4450	4850
Kapiçay	Turkey	DSI - State Hydraulic Works	H I	Basgöz	5	- /14	- /18	- /22	- /24	50		126

← Scroll the table horizontally to view its entire width →

Search again

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.

Buchtarma

Full Dam Information

Details

Country: Kazakhstan

Owner: Ministry of Energy

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Irtysh

Reservoir capacity: 31 m³x10⁶

Construction Dates

Start of Project: 05/55

Start of RCC: 05/55

End of RCC: 10/61

End of Project: 12/63

Specifications

Height: 90 metres

Length: 450 metres

Volume of RCC: 587 m³x10³

Total volume: 988 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete blocks

Downstream

Slope	Type
0.80	RCC against formwork

Spillway

Slope	Type
0.80	RCC against formwork

Placement

Layers (mm)	Lifts (mm)
300	1200

Cementitious material

Cement (kg/m³)
135

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

Liangsanping

Full Dam Information

Details

Country: China

Owner: Sixian Water Resources Bureau

Type: Thin Arch

Purpose(s): Hydropower

River: Leishui

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/79

Start of RCC: -/79

End of RCC: -/81

End of Project: -/82

Specifications

Height: 35 metres

Length: 33 metres

Volume of RCC: 3 m³x10³

Total volume: 3 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Kengkou

Full Dam Information

Details

Country: China

Owner: Kengkou Reservoir Management Office

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Youxi

Reservoir capacity: 27 m³x10⁶

Construction Dates

Start of Project: 11/84

Start of RCC: 11/84

End of RCC: 04/86

End of Project: 11/86

Specifications

Height: 57 metres

Length: 123 metres

Volume of RCC: 43 m³x10³

Total volume: 62 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.75	RCC against precast concrete blocks

Spillway

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

Placement

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

Cementitious material

Cement (kg/m³)
60
60

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

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)

Mano

Full Dam Information

Details

Country: Japan

Owner: Fukushima Prefecture

Type: Gravity

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

River: Mano

Reservoir capacity: 36 m³x10⁶

Construction Dates

Start of Project: 12/83

Start of RCC: 12/83

End of RCC: 01/88

End of Project: 03/90

Specifications

Height: 69 metres

Length: 239 metres

Volume of RCC: 104 m³x10³

Total volume: 219 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
180	500

Cementitious material

Cement (kg/m³)
96

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

Santa Eugenia

Full Dam Information

Details

Country: Spain

Owner: Sociedad Española de Carburos Metálicos S.A.

Type: Gravity

Purpose(s): Hydropower

River: Xallas

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 01/87

Start of RCC: 01/87

End of RCC: 06/88

End of Project: 10/88

Specifications

Height: 84 metres

Length: 290 metres

Volume of RCC: 225 m³x10³

Total volume: 254 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

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

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
88
72

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

Asahi Ogawa

Full Dam Information

Details

Country: Japan

Owner: Toyama Prefecture

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Ogawa

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 03/83

Start of RCC: 03/83

End of RCC: 06/88

End of Project: 06/90

Specifications

Height: 84 metres

Length: 260 metres

Volume of RCC: 268 m³x10³

Total volume: 361 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
180	500

Cementitious material

Cement (kg/m³)
96

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

Stagecoach

Full Dam Information

Details

Country: USA

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

Type: Gravity

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

River: Yampa

Reservoir capacity: 42 m³x10⁶

Construction Dates

Start of Project: 08/87

Start of RCC: 08/87

End of RCC: 07/88

End of Project: 11/88

Specifications

Height: 46 metres

Length: 116 metres

Volume of RCC: 34 m³x10³

Total volume: 39 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
71

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

Vadeni

Full Dam Information

Details

Country: Romania

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

Type: Gravity

Purpose(s): Hydropower

River: Jiu

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 03/86

Start of RCC: 03/86

End of RCC: 10/88

End of Project: 10/92

Specifications

Height: 25 metres

Length: 55 metres

Volume of RCC: 14 m³x10³

Total volume: 17 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type
ogee	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	900

Cementitious material

Cement (kg/m³)
125

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

Gantangping

Full Dam Information

Details

Country: China

Owner: Hydropower Bureau, Lanshan County

Type: Gravity

Purpose(s): Hydropower

River: Yonghe

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: -/84

Start of RCC: -/84

End of RCC: -/88

End of Project: -/90

Specifications

Height: 52 metres

Length: 180 metres

Volume of RCC: -

Total volume: 220 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

Urugua-i

Full Dam Information

Details

Country: Argentina

Owner: Electriciad Misiones S.A.

Type: Gravity

Purpose(s): Hydropower

River: Urugua-i

Reservoir capacity: 1175 m³x10⁶

Construction Dates

Start of Project: 10/85

Start of RCC: 10/85

End of RCC: 04/89

End of Project: -/89

Specifications

Height: 77 metres

Length: 687 metres

Volume of RCC: 590 m³x10³

Total volume: 626 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels with geomembrane

Downstream

Slope	Type
0.80	Unformed face of RCC

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
60

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

Tirgu Jiu

Full Dam Information

Details

Country: Romania

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

Type: Gravity

Purpose(s): Hydropower

River: Jiu

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 08/86

Start of RCC: 08/86

End of RCC: 05/89

End of Project: 12/93

Specifications

Height: 24 metres

Length: 61 metres

Volume of RCC: 13 m³x10³

Total volume: 26 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type
ogee	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	900

Cementitious material

Cement (kg/m³)
125

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

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: Department of Hydroelectric Power, Sichuan Province

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: 284 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

Tashkumyr

Full Dam Information

Details

Country: Kyrgyzstan

Owner: Ministry of Power Industry

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Naryn

Reservoir capacity: 140 m³x10⁶

Construction Dates

Start of Project: -/82

Start of RCC: -/82

End of RCC: 12/89

End of Project: 12/90

Specifications

Height: 75 metres

Length: 320 metres

Volume of RCC: 100 m³x10³

Total volume: 1300 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
90

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

Shangban

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Wenchuanxi

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: -/87

Start of RCC: -/87

End of RCC: -/89

End of Project: -/89

Specifications

Height: 47 metres

Length: 122 metres

Volume of RCC: -

Total volume: 74 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Pirika

Full Dam Information

Details

Country: Japan

Owner: Hokkaido Development Bureau

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Shirobeshit-oshibetsu

Reservoir capacity: 18 m³x10⁶

Construction Dates

Start of Project: 10/82

Start of RCC: 10/82

End of RCC: -/89

End of Project: 10/91

Specifications

Height: 40 metres

Length: 755 metres

Volume of RCC: 163 m³x10³

Total volume: 360 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

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

Tianshenqiao Nº2

Full Dam Information

Details

Country: China

Owner: China Southern Power Grid

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Nanpan

Reservoir capacity: 116 m³x10⁶

Construction Dates

Start of Project: 01/85

Start of RCC: 01/85

End of RCC: 06/90

End of Project: 12/92

Specifications

Height: 61 metres

Length: 471 metres

Volume of RCC: 143 m³x10³

Total volume: 284 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	RCC against precast concrete blocks
0.40

Spillway

Slope	Type
ogee	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
79

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

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)

Nickajack Auxillary Spillway

Full Dam Information

Details

Country: USA

Owner: Tennessee Valley Authority

Type: Gravity

Purpose(s): Hydropower

River: Tennessee

Reservoir capacity: 311 m³x10⁶

Construction Dates

Start of Project: 08/89

Start of RCC: 08/89

End of RCC: 02/91

End of Project: 04/92

Specifications

Height: 17 metres

Length: 427 metres

Volume of RCC: 79 m³x10³

Total volume: 79 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.25	RCC against formwork [stepped face]

Downstream

Slope	Type
0.60	RCC against formwork [stepped face]

Spillway

Slope	Type
0.60	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	600

Cementitious material

Cement (kg/m³)
85

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

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)

Victoria replacement

Full Dam Information

Details

Country: USA

Owner: Upper Peninsula Power Co., Michigan

Type: Gravity

Purpose(s): Hydropower

River: West Branch

Reservoir capacity: 13 m³x10⁶

Construction Dates

Start of Project: 04/91

Start of RCC: 04/91

End of RCC: 10/91

End of Project: 06/92

Specifications

Height: 37 metres

Length: 100 metres

Volume of RCC: 36 m³x10³

Total volume: 40 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.80	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
67

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

Sabigawa (lower dam)

Full Dam Information

Details

Country: Japan

Owner: Tokyo Electric Power Company

Type: Gravity

Purpose(s): Hydropower

River: Kosabi

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: 10/86

Start of RCC: 10/86

End of RCC: 12/91

End of Project: 11/92

Specifications

Height: 104 metres

Length: 273 metres

Volume of RCC: 400 m³x10³

Total volume: 590 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
91

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

Yantan

Full Dam Information

Details

Country: China

Owner: Datang Yantan Hydropower Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Hongshui

Reservoir capacity: 3380 m³x10⁶

Construction Dates

Start of Project: 03/85

Start of RCC: 03/85

End of RCC: 03/92

End of Project: 12/95

Specifications

Height: 110 metres

Length: 525 metres

Volume of RCC: 626 m³x10³

Total volume: 905 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

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

Spillway

Slope	Type
ogee	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
55

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

Capanda

Full Dam Information

Details

Country: Angola

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

Type: Gravity

Purpose(s): Hydropower

River: Kwanza

Reservoir capacity: 4795 m³x10⁶

Construction Dates

Start of Project: 02/87

Start of RCC: 02/87

End of RCC: 05/92

End of Project: 12/07

Specifications

Height: 110 metres

Length: 1203 metres

Volume of RCC: 757 m³x10³

Total volume: 1154 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels with geomembrane

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
70

Pozzolan (kg/m³)	Pozzolan Type
100	Milled sand

Shuikou

Full Dam Information

Details

Country: China

Owner: Shuikou Hydropower Plant

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Min

Reservoir capacity: 2340 m³x10⁶

Construction Dates

Start of Project: 03/87

Start of RCC: 03/87

End of RCC: 05/92

End of Project: 05/95

Specifications

Height: 101 metres

Length: 791 metres

Volume of RCC: 600 m³x10³

Total volume: 1710 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.73	Traditional concrete against formwork

Spillway

Slope	Type
ogee	Traditional concrete against formwork

Placement

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

Cementitious material

Cement (kg/m³)
60
70

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

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)

Guangzhou PSS- Lower dam

Full Dam Information

Details

Country: China

Owner: China Southern Power Grid

Type: Gravity

Purpose(s): Hydropower

River: Liuxihe

Reservoir capacity: 28 m³x10⁶

Construction Dates

Start of Project: 12/90

Start of RCC: 12/90

End of RCC: 12/92

End of Project: 10/93

Specifications

Height: 43 metres

Length: 153 metres

Volume of RCC: 32 m³x10³

Total volume: 57 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.70	RCC against formwork [stepped face]

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
62

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

Guangzhou PSS- Lower dam on Google Earth

Petit Saut

Full Dam Information

Details

Country: French Guyana

Owner: Electricité de France

Type: Gravity

Purpose(s): Hydropower

River: Sinnamary

Reservoir capacity: 3500 m³x10⁶

Construction Dates

Start of Project: 07/89

Start of RCC: 07/89

End of RCC: 02/93

End of Project: 05/94

Specifications

Height: 48 metres

Length: 740 metres

Volume of RCC: 250 m³x10³

Total volume: 410 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast before RCC placement

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

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

Jinjiang

Full Dam Information

Details

Country: China

Owner: Jinjiang Electric Co.

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Jinjianghe

Reservoir capacity: 189 m³x10⁶

Construction Dates

Start of Project: 07/90

Start of RCC: 07/90

End of RCC: 03/93

End of Project: 07/93

Specifications

Height: 68 metres

Length: 229 metres

Volume of RCC: 182 m³x10³

Total volume: 267 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.65	Traditional concrete against formwork
	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
70

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

Puding

Full Dam Information

Details

Country: China

Owner: Guizhou Qianyuan Power Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower / Irrigation / Water Supply

River: Sanchahe

Reservoir capacity: 377 m³x10⁶

Construction Dates

Start of Project: 03/89

Start of RCC: 03/89

End of RCC: 05/93

End of Project: 02/94

Specifications

Height: 75 metres

Length: 196 metres

Volume of RCC: 103 m³x10³

Total volume: 137 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.35	Traditional concrete against formwork

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85
54

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

Tsugawa

Full Dam Information

Details

Country: Japan

Owner: Okayama Prefecture

Type: Gravity

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

River: Kamo

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: 10/89

Start of RCC: 10/89

End of RCC: 07/93

End of Project: 03/94

Specifications

Height: 76 metres

Length: 228 metres

Volume of RCC: 222 m³x10³

Total volume: 342 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.76	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
96

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

Cenza

Full Dam Information

Details

Country: Spain

Owner: Iberdrola, S.A.

Type: Gravity

Purpose(s): Hydropower

River: Cenza

Reservoir capacity: 43 m³x10⁶

Construction Dates

Start of Project: 01/92

Start of RCC: 01/92

End of RCC: 08/93

End of Project: 12/93

Specifications

Height: 49 metres

Length: 609 metres

Volume of RCC: 200 m³x10³

Total volume: 225 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

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

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

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

Shuidong

Full Dam Information

Details

Country: China

Owner: Fujian Shuikou Power Generation Group

Type: Gravity

Purpose(s): Hydropower / Navigation

River: Youxi

Reservoir capacity: 108 m³x10⁶

Construction Dates

Start of Project: 04/91

Start of RCC: 04/91

End of RCC: 10/93

End of Project: 12/95

Specifications

Height: 63 metres

Length: 197 metres

Volume of RCC: 126 m³x10³

Total volume: 184 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
0.75	RCC against precast concrete blocks

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
50

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

Daguangba

Full Dam Information

Details

Country: China

Owner: Hainan Provincial Electric Power Company (HEPCO)

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Changhuajiang

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: 827 metres

Volume of RCC: 485 m³x10³

Total volume: 857 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)

Suoshai

Full Dam Information

Details

Country: China

Owner: Guizhou Hongfeng Hydropower Plant

Type: Gravity

Purpose(s): Hydropower

River: Sancha

Reservoir capacity: 420 m³x10⁶

Construction Dates

Start of Project: -/89

Start of RCC: -/89

End of RCC: -/93

End of Project: -/94

Specifications

Height: 75 metres

Length: 196 metres

Volume of RCC: -

Total volume: 88 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Pak Mun

Full Dam Information

Details

Country: Thailand

Owner: Electricity Generating Authority of Thailand (EGAT)

Type: Gravity

Purpose(s): Hydropower

River: Mun

Reservoir capacity: -

Construction Dates

Start of Project: 04/91

Start of RCC: 04/91

End of RCC: 03/94

End of Project: 06/94

Specifications

Height: 26 metres

Length: 323 metres

Volume of RCC: 48 m³x10³

Total volume: 50 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
58

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

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: 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

San Rafael

Full Dam Information

Details

Country: Mexico

Owner: CFE (Comisión Federal de Electricidad)

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Santiago

Reservoir capacity: 26 m³x10⁶

Construction Dates

Start of Project: 11/93

Start of RCC: 11/93

End of RCC: 07/94

End of Project: 07/94

Specifications

Height: 48 metres

Length: 176 metres

Volume of RCC: 81 m³x10³

Total volume: 110 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.66	RCC against formwork [stepped face]
0.80

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

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

Lac Robertson

Full Dam Information

Details

Country: Canada

Owner: Hydro-Quebec

Type: Gravity

Purpose(s): Hydropower

River: Ha! Ha!

Reservoir capacity: 587 m³x10⁶

Construction Dates

Start of Project: 10/92

Start of RCC: 10/92

End of RCC: 08/94

End of Project: 03/95

Specifications

Height: 40 metres

Length: 124 metres

Volume of RCC: 28 m³x10³

Total volume: 35 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

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

Maojiang

Full Dam Information

Details

Country: China

Owner: Lanshan County Hydropower Bureau

Type: Thin Arch

Purpose(s): Hydropower / Irrigation

River: Xiang

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/92

Start of RCC: -/92

End of RCC: -/94

End of Project: -/95

Specifications

Height: 45 metres

Length: 150 metres

Volume of RCC: -

Total volume: 45 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

Sishanping

Full Dam Information

Details

Country: China

Owner: Huangcen Reservoir Management Office

Type: Thin Arch

Purpose(s): Flood Control / Hydropower / Irrigation

River: Leishui

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/92

Start of RCC: -/92

End of RCC: -/94

End of Project: -/95

Specifications

Height: 56 metres

Length: 147 metres

Volume of RCC: -

Total volume: 18 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

Miyagase

Full Dam Information

Details

Country: Japan

Owner: Ministry of Construction

Type: Gravity

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

River: Nakatsu

Reservoir capacity: 193 m³x10⁶

Construction Dates

Start of Project: 11/87

Start of RCC: 11/87

End of RCC: 02/95

End of Project: 03/01

Specifications

Height: 156 metres

Length: 400 metres

Volume of RCC: 1537 m³x10³

Total volume: 2060 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.625	Traditional concrete against formwork

Spillway

Slope	Type
0.625	Traditional concrete against formwork

Placement

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

Cementitious material

Cement (kg/m³)
91

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

Chiya

Full Dam Information

Details

Country: Japan

Owner: Okayama Prefecture

Type: Gravity

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

River: Takahashi

Reservoir capacity: 28 m³x10⁶

Construction Dates

Start of Project: 03/89

Start of RCC: 03/89

End of RCC: 04/95

End of Project: 03/98

Specifications

Height: 98 metres

Length: 259 metres

Volume of RCC: 396 m³x10³

Total volume: 670 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.77	Traditional concrete against formwork

Spillway

Slope	Type
0.77	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
91

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

Ohmatsugawa

Full Dam Information

Details

Country: Japan

Owner: Akita Prefecture

Type: Gravity

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

River: Matsu

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: 07/90

Start of RCC: 07/90

End of RCC: 06/95

End of Project: 09/96

Specifications

Height: 65 metres

Length: 296 metres

Volume of RCC: 141 m³x10³

Total volume: 294 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.76	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
91

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

Xibingxi

Full Dam Information

Details

Country: China

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

Type: Arch-Gravity

Purpose(s): Hydropower / Water Supply

River: Longshanxi

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: 08/93

Start of RCC: 08/93

End of RCC: 07/95

End of Project: 10/95

Specifications

Height: 64 metres

Length: 93 metres

Volume of RCC: 25 m³x10³

Total volume: 33 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.65	RCC against formwork

Spillway

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

Placement

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

Cementitious material

Cement (kg/m³)
80
79

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

Guanyinge (Kwan-in-Temple)

Full Dam Information

Details

Country: China

Owner: Guanyinge Reservoir Management Bureau

Type: Gravity

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

River: Taizi

Reservoir capacity: 2168 m³x10⁶

Construction Dates

Start of Project: 05/90

Start of RCC: 05/90

End of RCC: 09/95

End of Project: 10/95

Specifications

Height: 82 metres

Length: 1040 metres

Volume of RCC: 1240 m³x10³

Total volume: 1876 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

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

Cementitious material

Cement (kg/m³)
91

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

Satsunaigawa

Full Dam Information

Details

Country: Japan

Owner: Hokkaido Development Bureau

Type: Gravity

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

River: Satsunai

Reservoir capacity: 54 m³x10⁶

Construction Dates

Start of Project: 02/87

Start of RCC: 02/87

End of RCC: 10/95

End of Project: 03/99

Specifications

Height: 114 metres

Length: 300 metres

Volume of RCC: 536 m³x10³

Total volume: 770 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.40	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
78

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

Urayama

Full Dam Information

Details

Country: Japan

Owner: Water Resources Development Public Corporation

Type: Gravity

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

River: Urayama

Reservoir capacity: 58 m³x10⁶

Construction Dates

Start of Project: 03/90

Start of RCC: 03/90

End of RCC: 12/95

End of Project: 03/99

Specifications

Height: 156 metres

Length: 372 metres

Volume of RCC: 1294 m³x10³

Total volume: 1750 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750
	1000

Cementitious material

Cement (kg/m³)
91

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

Shibanshui

Full Dam Information

Details

Country: China

Owner: Fengdu Water Resources Bureau

Type: Gravity

Purpose(s): Flood Control / Hydropower / Recreation

River: Longxihe

Reservoir capacity: 105 m³x10⁶

Construction Dates

Start of Project: 12/92

Start of RCC: 12/92

End of RCC: -/95

End of Project: -/96

Specifications

Height: 84 metres

Length: 445 metres

Volume of RCC: 335 m³x10³

Total volume: 564 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.65	Traditional concrete against formwork

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	1000

Cementitious material

Cement (kg/m³)
126
60

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

Juba I

Full Dam Information

Details

Country: Brazil

Owner: Brennand Energia

Type: Gravity

Purpose(s): Hydropower

River: Juba

Reservoir capacity: -

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/95

End of Project: -/96

Specifications

Height: 21 metres

Length: 238 metres

Volume of RCC: 96 m³x10³

Total volume: 113 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
60

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

Juba II

Full Dam Information

Details

Country: Brazil

Owner: Brennand Energia

Type: Gravity

Purpose(s): Hydropower

River: Juba

Reservoir capacity: -

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/95

End of Project: -/96

Specifications

Height: 21 metres

Length: 250 metres

Volume of RCC: 105 m³x10³

Total volume: 114 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
60

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

Jordão

Full Dam Information

Details

Country: Brazil

Owner: COPEL (Companhia Paranense de Energia)

Type: Gravity

Purpose(s): Hydropower

River: Jordão

Reservoir capacity: 110 m³x10⁶

Construction Dates

Start of Project: 05/94

Start of RCC: 05/94

End of RCC: 02/96

End of Project: 09/96

Specifications

Height: 95 metres

Length: 550 metres

Volume of RCC: 570 m³x10³

Total volume: 647 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.74	RCC against formwork [stepped face]

Spillway

Slope	Type
0.74	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
60

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

Pangue

Full Dam Information

Details

Country: Chile

Owner: Empresa Electrica Pangue SA

Type: Gravity

Purpose(s): Hydropower

River: Bio-Bio

Reservoir capacity: 175 m³x10⁶

Construction Dates

Start of Project: 01/92

Start of RCC: 01/92

End of RCC: 02/96

End of Project: 12/96

Specifications

Height: 113 metres

Length: 410 metres

Volume of RCC: 670 m³x10³

Total volume: 740 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

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: 247 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

Hiyoshi

Full Dam Information

Details

Country: Japan

Owner: Water Resources Development Public Corporation

Type: Gravity

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

River: Katsura

Reservoir capacity: 66 m³x10⁶

Construction Dates

Start of Project: -/83

Start of RCC: -/83

End of RCC: 07/96

End of Project: 03/98

Specifications

Height: 70 metres

Length: 438 metres

Volume of RCC: 440 m³x10³

Total volume: 670 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750
	1000

Cementitious material

Cement (kg/m³)
84
77

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

Grand Falls spillway

Full Dam Information

Details

Country: Canada

Owner: Abitibi-Price Inc.

Type: Gravity

Purpose(s): Hydropower

River: Exploits

Reservoir capacity: -

Construction Dates

Start of Project: 08/96

Start of RCC: 08/96

End of RCC: 09/96

End of Project: 12/96

Specifications

Height: 15 metres

Length: 180 metres

Volume of RCC: 7 m³x10³

Total volume: 11 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.67	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.67	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
200	200

Cementitious material

Cement (kg/m³)
130

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

Mantaicheng

Full Dam Information

Details

Country: China

Owner: Wangqing County Water Conservancy Bureau

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Gayahe

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 08/92

Start of RCC: 08/92

End of RCC: 12/96

End of Project: 08/97

Specifications

Height: 37 metres

Length: 337 metres

Volume of RCC: 78 m³x10³

Total volume: 100 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against precast concrete blocks

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	1000

Cementitious material

Cement (kg/m³)
60

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

Derivação do Rio Jordão

Full Dam Information

Details

Country: Brazil

Owner: Copel Geração e Transmissão S.A.

Type: Gravity

Purpose(s): Hydropower

River: Jordão

Reservoir capacity: 110 m³x10⁶

Construction Dates

Start of Project: 05/94

Start of RCC: 05/94

End of RCC: -/96

End of Project: 12/97

Specifications

Height: 66 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

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)

Takisato

Full Dam Information

Details

Country: Japan

Owner: Hokkaido Development Bureau

Type: Gravity

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

River: Sorachi

Reservoir capacity: 108 m³x10⁶

Construction Dates

Start of Project: 10/90

Start of RCC: 10/90

End of RCC: 07/97

End of Project: 06/00

Specifications

Height: 50 metres

Length: 445 metres

Volume of RCC: 327 m³x10³

Total volume: 455 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.06	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

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

Kazunogawa

Full Dam Information

Details

Country: Japan

Owner: Tokyo Electric Power Company

Type: Gravity

Purpose(s): Hydropower

River: Tuchimuro

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: 11/92

Start of RCC: 11/92

End of RCC: 07/97

End of Project: 11/99

Specifications

Height: 105 metres

Length: 264 metres

Volume of RCC: 428 m³x10³

Total volume: 622 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.82	Traditional concrete against formwork

Spillway

Slope	Type
0.82	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
170	1000

Cementitious material

Cement (kg/m³)
91
84

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

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: 501 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

Rio do Peixe

Full Dam Information

Details

Country: Brazil

Owner: CPEE (Companhia Paulista de Energia Elétrica)

Type: Gravity

Purpose(s): Hydropower

River: Do Peixe

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 02/96

Start of RCC: 02/96

End of RCC: 12/97

End of Project: -/98

Specifications

Height: 32 metres

Length: 300 metres

Volume of RCC: 20 m³x10³

Total volume: 34 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
120
90

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

Fengxiangxia

Full Dam Information

Details

Country: China

Owner: Fengdu Hydropower Bureau

Type: Thin Arch

Purpose(s): Hydropower

River: Huilonghe

Reservoir capacity: 8 m³x10⁶

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/97

End of Project: -/98

Specifications

Height: 90 metres

Length: 158 metres

Volume of RCC: -

Total volume: 770 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10

Downstream

Slope	Type
0.76

Spillway

Slope	Type
0.76

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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 -

Hayachine

Full Dam Information

Details

Country: Japan

Owner: Iwate Prefecture

Type: Gravity

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

River: Hienuki

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 03/93

Start of RCC: 03/93

End of RCC: 06/98

End of Project: 03/00

Specifications

Height: 74 metres

Length: 333 metres

Volume of RCC: 141 m³x10³

Total volume: 333 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.76	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

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

Gov. José Richa - formerly Salto Caxias

Full Dam Information

Details

Country: Brazil

Owner: COPEL (Companhia Paranense de Energia)

Type: Gravity

Purpose(s): Hydropower

River: Iguaçu

Reservoir capacity: 3573 m³x10⁶

Construction Dates

Start of Project: 02/95

Start of RCC: 02/95

End of RCC: 07/98

End of Project: 12/98

Specifications

Height: 67 metres

Length: 1083 metres

Volume of RCC: 912 m³x10³

Total volume: 1438 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

Gov. José Richa - formerly Salto Caxias completed

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)

Yongxi Nº3

Full Dam Information

Details

Country: China

Owner: Yongxi Hydroelectric Co. Ltd.

Type: Gravity

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

River: Dazhangxi

Reservoir capacity: 68 m³x10⁶

Construction Dates

Start of Project: 05/96

Start of RCC: 05/96

End of RCC: 10/98

End of Project: 09/99

Specifications

Height: 87 metres

Length: 198 metres

Volume of RCC: 170 m³x10³

Total volume: 255 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.73	RCC against precast concrete blocks

Spillway

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

Placement

Layers (mm)	Lifts (mm)
280	3000

Cementitious material

Cement (kg/m³)
115
80

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

Huatan

Full Dam Information

Details

Country: China

Owner: Ya’an Electricity Company

Type: Gravity

Purpose(s): Hydropower

River: Yinghe

Reservoir capacity: 8 m³x10⁶

Construction Dates

Start of Project: 01/96

Start of RCC: 01/96

End of RCC: 12/98

End of Project: 05/99

Specifications

Height: 85 metres

Length: 173 metres

Volume of RCC: 240 m³x10³

Total volume: 290 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

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

Cementitious material

Cement (kg/m³)
78
74

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

Changshun

Full Dam Information

Details

Country: China

Owner: Department of Water Resources, Hubei Province

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Yujiang

Reservoir capacity: 68 m³x10⁶

Construction Dates

Start of Project: -/91

Start of RCC: -/91

End of RCC: 12/98

End of Project: 06/00

Specifications

Height: 69 metres

Length: 279 metres

Volume of RCC: 170 m³x10³

Total volume: 200 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.74	RCC against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	5000

Cementitious material

Cement (kg/m³)
134
72

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

Wajin

Full Dam Information

Details

Country: China

Owner: Fushan Power Station Management Bureau

Type: Thin Arch

Purpose(s): Hydropower / Irrigation

River: Nanxi

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: -/94

Start of RCC: -/94

End of RCC: -/98

End of Project: -/99

Specifications

Height: 47 metres

Length: 235 metres

Volume of RCC: -

Total volume: 240 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Kengxiashan

Full Dam Information

Details

Country: China

Owner: Wencheng County Kengxiashan Hydropower Development Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Yuquanxi

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/96

Start of RCC: -/96

End of RCC: -/98

End of Project: -/98

Specifications

Height: 34 metres

Length: 80 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Fenhe Nº2

Full Dam Information

Details

Country: China

Owner: Department of Water Resources, Shanxi Province

Type: Gravity

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

River: Fenhe

Reservoir capacity: 133 m³x10⁶

Construction Dates

Start of Project: 11/96

Start of RCC: 11/96

End of RCC: 03/99

End of Project: 06/00

Specifications

Height: 87 metres

Length: 350 metres

Volume of RCC: 362 m³x10³

Total volume: 448 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.75	Traditional concrete against precast concrete panels

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
127
60

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

Jiangya

Full Dam Information

Details

Country: China

Owner: Lishui Hydropower Development Co. Ltd.

Type: Gravity

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

River: Loushui

Reservoir capacity: 1741 m³x10⁶

Construction Dates

Start of Project: 07/95

Start of RCC: 07/95

End of RCC: 04/99

End of Project: -/01

Specifications

Height: 131 metres

Length: 368 metres

Volume of RCC: 1100 m³x10³

Total volume: 1310 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
87
64 46

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

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: 31 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)

Balambano

Full Dam Information

Details

Country: Indonesia

Owner: P.T. Inco

Type: Gravity

Purpose(s): Hydropower

River: Larona

Reservoir capacity: 31 m³x10⁶

Construction Dates

Start of Project: 09/96

Start of RCC: 09/96

End of RCC: 06/99

End of Project: 09/99

Specifications

Height: 95 metres

Length: 351 metres

Volume of RCC: 528 m³x10³

Total volume: 534 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork with external geomembrane

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
420	420

Cementitious material

Cement (kg/m³)
81

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

Yangxishui Nº3

Full Dam Information

Details

Country: China

Owner: Shaoguang Electricity Corporation Ltd

Type: Gravity

Purpose(s): Hydropower

River: Yangxishui

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 11/97

Start of RCC: 11/97

End of RCC: 06/99

End of Project: 07/00

Specifications

Height: 46 metres

Length: 202 metres

Volume of RCC: 100 m³x10³

Total volume: 139 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

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

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

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

Baishi

Full Dam Information

Details

Country: China

Owner: Department of Water Resources and Hydropower, 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: 50 metres

Length: 513 metres

Volume of RCC: 111 m³x10³

Total volume: 603 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
72

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

Rosal

Full Dam Information

Details

Country: Brazil

Owner: Empresas de Electricidade Vale Paranapanema

Type: Gravity

Purpose(s): Hydropower

River: Itabapoana

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 04/98

Start of RCC: 04/98

End of RCC: 09/99

End of Project: -/00

Specifications

Height: 37 metres

Length: 212 metres

Volume of RCC: 45 m³x10³

Total volume: 75 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	RCC against formwork [stepped face]

Spillway

Slope	Type
	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
45

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

Suçati

Full Dam Information

Details

Country: Turkey

Owner: ERE Electricity Co.

Type: Gravity

Purpose(s): Hydropower

River: Güredin Creek

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: 01/98

Start of RCC: 01/98

End of RCC: 10/99

End of Project: 10/99

Specifications

Height: 36 metres

Length: 192 metres

Volume of RCC: 55 m³x10³

Total volume: 60 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
0.80	RCC against precast concrete panels

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
50

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

Guilman-Amorin

Full Dam Information

Details

Country: Brazil

Owner: Belgo Mineira-Samarco

Type: Gravity

Purpose(s): Hydropower

River: Piracicaba

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: -/97

Start of RCC: -/97

End of RCC: -/99

End of Project: -/00

Specifications

Height: 41 metres

Length: 499 metres

Volume of RCC: 85 m³x10³

Total volume: 102 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

Nam Leuk spillway

Full Dam Information

Details

Country: Laos

Owner: EDL Generation Public Co. Ltd

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/99

End of Project: -/00

Specifications

Height: 15 metres

Length: 60 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Kubusugawa

Full Dam Information

Details

Country: Japan

Owner: Toyama Prefecture

Type: Gravity

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

River: Kubusu

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 03/93

Start of RCC: 03/93

End of RCC: -/99

End of Project: 10/02

Specifications

Height: 95 metres

Length: 253 metres

Volume of RCC: 364 m³x10³

Total volume: 469 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

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

Gaobazhou

Full Dam Information

Details

Country: China

Owner: Qingjiang Hydropower Development Corporation

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Qingjiang

Reservoir capacity: 536 m³x10⁶

Construction Dates

Start of Project: 05/97

Start of RCC: 05/97

End of RCC: 04/00

End of Project: 01/01

Specifications

Height: 57 metres

Length: 440 metres

Volume of RCC: 210 m³x10³

Total volume: 940 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
123
86

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

Karkheh (Pie Pol)

Full Dam Information

Details

Country: Iran

Owner: Khuzestan Province Power & Water Authority

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Karkeh

Reservoir capacity: 40 m³x10⁶

Construction Dates

Start of Project: 02/98

Start of RCC: 02/98

End of RCC: 07/00

End of Project: -/02

Specifications

Height: 34 metres

Length: 350 metres

Volume of RCC: 130 m³x10³

Total volume: 270 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type
ogee	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
130

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

Porce II

Full Dam Information

Details

Country: Colombia

Owner: Empresas Públicas de Medellín

Type: Gravity

Purpose(s): Hydropower

River: Porce

Reservoir capacity: 211 m³x10⁶

Construction Dates

Start of Project: 11/94

Start of RCC: 11/94

End of RCC: 09/00

End of Project: 03/01

Specifications

Height: 123 metres

Length: 425 metres

Volume of RCC: 1305 m³x10³

Total volume: 1445 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Slip-formed/extruded facing elements

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
132
120

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

Tucuruí - 2nd Phase

Full Dam Information

Details

Country: Brazil

Owner: Eletronorte SA

Type: Gravity

Purpose(s): Hydropower

River: Tocantins

Reservoir capacity: -

Construction Dates

Start of Project: 06/98

Start of RCC: 06/98

End of RCC: 09/00

End of Project: 10/05

Specifications

Height: 78 metres

Length: 1541 metres

Volume of RCC: 88 m³x10³

Total volume: 8800 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	RCC against formwork

Downstream

Slope	Type
	RCC against formwork [stepped face]

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

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

Dona Francisca

Full Dam Information

Details

Country: Brazil

Owner: Dona Francisca Energértica SA

Type: Gravity

Purpose(s): Hydropower

River: Jacuí

Reservoir capacity: 335 m³x10⁶

Construction Dates

Start of Project: 08/98

Start of RCC: 08/98

End of RCC: 10/00

End of Project: 12/00

Specifications

Height: 63 metres

Length: 670 metres

Volume of RCC: 485 m³x10³

Total volume: 665 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
72

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

Shankou Nº3

Full Dam Information

Details

Country: China

Owner: Shixing County Power Development Corporation

Type: Thin Arch

Purpose(s): Flood Control / Hydropower

River: Du’anshui (Chengjiang)

Reservoir capacity: 48 m³x10⁶

Construction Dates

Start of Project: 09/99

Start of RCC: 09/99

End of RCC: 01/01

End of Project: 03/01

Specifications

Height: 57 metres

Length: 179 metres

Volume of RCC: 90 m³x10³

Total volume: 119 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
330	3000

Cementitious material

Cement (kg/m³)
105
63

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

Longshou Nº1

Full Dam Information

Details

Country: China

Owner: Department of Electricity, Gansu Province

Type: Arch-Gravity

Purpose(s): Hydropower

River: Heihe

Reservoir capacity: 13 m³x10⁶

Construction Dates

Start of Project: 04/99

Start of RCC: 04/99

End of RCC: 06/01

End of Project: 09/01

Specifications

Height: 80 metres

Length: 258 metres

Volume of RCC: 187 m³x10³

Total volume: 210 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
96
58

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

Shimenzi

Full Dam Information

Details

Country: China

Owner: Shimenzi Reservoir Engineering Management Office

Type: Thin Arch

Purpose(s): Hydropower / Irrigation / Water Supply

River: Taxi

Reservoir capacity: 80 m³x10⁶

Construction Dates

Start of Project: 06/98

Start of RCC: 06/98

End of RCC: 06/01

End of Project: 10/01

Specifications

Height: 110 metres

Length: 176 metres

Volume of RCC: 188 m³x10³

Total volume: 211 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
Vertical	RCC against formwork
0.18	RCC against formwork

Spillway

Slope	Type
crest	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
93
62

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

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)

Dachaoshan

Full Dam Information

Details

Country: China

Owner: Department of Electricity, Yunnan Province

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Lancang

Reservoir capacity: 940 m³x10⁶

Construction Dates

Start of Project: 10/97

Start of RCC: 10/97

End of RCC: 10/01

End of Project: 07/02

Specifications

Height: 115 metres

Length: 460 metres

Volume of RCC: 757 m³x10³

Total volume: 1287 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
94
67

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

Cana Brava

Full Dam Information

Details

Country: Brazil

Owner: Companhia Energética Mercosul (of the Tractebel Group)

Type: Gravity

Purpose(s): Hydropower

River: Tocantins

Reservoir capacity: 2300 m³x10⁶

Construction Dates

Start of Project: 03/99

Start of RCC: 03/99

End of RCC: 10/01

End of Project: 10/02

Specifications

Height: 71 metres

Length: 510 metres

Volume of RCC: 527 m³x10³

Total volume: 833 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	RCC against formwork [stepped face]

Spillway

Slope	Type
ogee	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
40

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

Mianhuatan

Full Dam Information

Details

Country: China

Owner: Mianhuatan Hydroelectric Development Corporation

Type: Gravity

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

River: Ting

Reservoir capacity: 2035 m³x10⁶

Construction Dates

Start of Project: 04/98

Start of RCC: 04/98

End of RCC: 11/01

End of Project: 04/02

Specifications

Height: 111 metres

Length: 302 metres

Volume of RCC: 500 m³x10³

Total volume: 615 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.75	RCC against precast concrete blocks

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
82
59 48

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

Lajeado (Luis Eduardo Magalhães)

Full Dam Information

Details

Country: Brazil

Owner: Investco (Tractebel)

Type: Gravity

Purpose(s): Hydropower

River: Tocantins

Reservoir capacity: 4982 m³x10⁶

Construction Dates

Start of Project: 07/98

Start of RCC: 07/98

End of RCC: 12/01

End of Project: 12/02

Specifications

Height: 43 metres

Length: 2100 metres

Volume of RCC: 188 m³x10³

Total volume: 210 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
30

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

Lajeado (Luis Eduardo Magalhães) completed

Yanwangbizi

Full Dam Information

Details

Country: China

Owner: Chaoyang Water Conservancy Bureau

Type: Gravity

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

River: Dalinghe

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)

Ueno

Full Dam Information

Details

Country: Japan

Owner: Tokyo Electric Power Company

Type: Gravity

Purpose(s): Hydropower

River: Jinryu

Reservoir capacity: 19 m³x10⁶

Construction Dates

Start of Project: 03/97

Start of RCC: 03/97

End of RCC: -/01

End of Project: 06/05

Specifications

Height: 120 metres

Length: 350 metres

Volume of RCC: 269 m³x10³

Total volume: 720 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.84	Traditional concrete against formwork

Spillway

Slope	Type
0.84	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
200	1000

Cementitious material

Cement (kg/m³)
77
70

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

Funil

Full Dam Information

Details

Country: Brazil

Owner: Aliança Geração de Energia SA

Type: Gravity

Purpose(s): Hydropower

River: Rio Grande

Reservoir capacity: 285 m³x10⁶

Construction Dates

Start of Project: -/97

Start of RCC: -/97

End of RCC: -/01

End of Project: 12/02

Specifications

Height: 50 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Xiaoxihe

Full Dam Information

Details

Country: China

Owner: Department of Electricity, Feng Shun County

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Xiaoxihe

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: -/01

End of Project: -/02

Specifications

Height: 62 metres

Length: 103 metres

Volume of RCC: 47 m³x10³

Total volume: 66 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

Shuangkengkou

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Xiaoxihe

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: -/01

End of Project: -/02

Specifications

Height: 68 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Peñas Blancas

Full Dam Information

Details

Country: Costa Rica

Owner: ICE (Instituto Costarricense de Electricidad)

Type: Gravity

Purpose(s): Hydropower

River: Peñas Blancas

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 04/00

Start of RCC: 04/00

End of RCC: 01/02

End of Project: 07/02

Specifications

Height: 48 metres

Length: 211 metres

Volume of RCC: 120 m³x10³

Total volume: 170 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

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

Helong

Full Dam Information

Details

Country: China

Owner: Electricity Corporation, Yanji

Type: Gravity

Purpose(s): Hydropower / Recreation / Water Supply

River: Hailanhe

Reservoir capacity: 30 m³x10⁶

Construction Dates

Start of Project: 11/98

Start of RCC: 11/98

End of RCC: 01/02

End of Project: 12/02

Specifications

Height: 30 metres

Length: 244 metres

Volume of RCC: 43 m³x10³

Total volume: 89 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against precast concrete blocks

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	2000

Cementitious material

Cement (kg/m³)
113

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

Shapai

Full Dam Information

Details

Country: China

Owner: Sichuan Minjiang Hydropower Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Caopohe

Reservoir capacity: 18 m³x10⁶

Construction Dates

Start of Project: 06/97

Start of RCC: 06/97

End of RCC: 05/02

End of Project: 04/03

Specifications

Height: 132 metres

Length: 230 metres

Volume of RCC: 380 m³x10³

Total volume: 392 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.21	RCC against formwork

Spillway

Slope	Type
crest	Traditional concrete against formwork
0.21

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
108
89

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

Miel I

Full Dam Information

Details

Country: Colombia

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

Type: Gravity

Purpose(s): Hydropower

River: La Miel

Reservoir capacity: 565 m³x10⁶

Construction Dates

Start of Project: 12/97

Start of RCC: 12/97

End of RCC: 07/02

End of Project: 10/02

Specifications

Height: 188 metres

Length: 345 metres

Volume of RCC: 1669 m³x10³

Total volume: 1730 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement
1.00

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85 to

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

Yangxishui Nº1

Full Dam Information

Details

Country: China

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

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Yangxishui

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)

Itiquira

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/02

Specifications

Height: 15 metres

Length: -

Volume of RCC: 22 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Nankengyuan

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Xiaoxihe

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/02

End of Project: -/03

Specifications

Height: 34 metres

Length: 114 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Rio São Bento

Full Dam Information

Details

Country: Brazil

Owner: CASAN (Companhia Catarinense de Águas e Saneamento)

Type: Gravity

Purpose(s): Hydropower

River: Rio São Bento

Reservoir capacity: 58 m³x10⁶

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: -/02

End of Project: -/03

Specifications

Height: 41 metres

Length: 240 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.80

Spillway

Slope	Type
0.80

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Furquim

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Hardfill

Purpose(s): Hydropower

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/03

Specifications

Height: 18 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Guaporé

Full Dam Information

Details

Country: Brazil

Owner: Tangará Energia S/A

Type: Gravity

Purpose(s): Hydropower

River: Guaporé

Reservoir capacity: 18 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/03

Specifications

Height: 32 metres

Length: 152 metres

Volume of RCC: -

Total volume: 43 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Jauru

Full Dam Information

Details

Country: Brazil

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

Type: Gravity

Purpose(s): Hydropower

River: Jauru

Reservoir capacity: 20 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/03

Specifications

Height: 51 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Junxi II

Full Dam Information

Details

Country: China

Owner: County Bureau of Hydropower

Type: Thin Arch

Purpose(s): Hydropower

River: Junxi

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/03

Specifications

Height: 69 metres

Length: 192 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Wanmipo

Full Dam Information

Details

Country: China

Owner: Hunan Wuling Hydroelectric Development Corporation

Type: Gravity

Purpose(s): Hydropower / Navigation

River: Youshui

Reservoir capacity: 378 m³x10⁶

Construction Dates

Start of Project: 08/01

Start of RCC: 08/01

End of RCC: 05/03

End of Project: 05/04

Specifications

Height: 65 metres

Length: 238 metres

Volume of RCC: 141 m³x10³

Total volume: 376 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type
ogee	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
86
68

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

Linhekou

Full Dam Information

Details

Country: China

Owner: Shaanxi Lan River Hydropower Development Corporation

Type: Thin Arch

Purpose(s): Hydropower / Irrigation

River: Linhe

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

Ralco

Full Dam Information

Details

Country: Chile

Owner: ENDESA, Spain

Type: Gravity

Purpose(s): Hydropower

River: Bio-Bio

Reservoir capacity: 1200 m³x10⁶

Construction Dates

Start of Project: 08/99

Start of RCC: 08/99

End of RCC: 09/03

End of Project: 04/04

Specifications

Height: 155 metres

Length: 360 metres

Volume of RCC: 1596 m³x10³

Total volume: 1640 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
133
95 116

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

Tizidong

Full Dam Information

Details

Country: China

Owner: Chongging Electricity Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Apeng

Reservoir capacity: 25 m³x10⁶

Construction Dates

Start of Project: 08/01

Start of RCC: 08/01

End of RCC: 10/03

End of Project: 11/03

Specifications

Height: 56 metres

Length: 193 metres

Volume of RCC: 72 m³x10³

Total volume: 161 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

Huilong PSS - Upper dam

Full Dam Information

Details

Country: China

Owner: Henan Electric Power Corporation

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 06/01

Start of RCC: 06/01

End of RCC: 11/03

End of Project: -/05

Specifications

Height: 54 metres

Length: 208 metres

Volume of RCC: 73 m³x10³

Total volume: 76 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
none

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

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

Bureya

Full Dam Information

Details

Country: Russia

Owner: RusHydro

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Bureya

Reservoir capacity: 21000 m³x10⁶

Construction Dates

Start of Project: 01/76

Start of RCC: 01/76

End of RCC: -/03

End of Project: -/09

Specifications

Height: 139 metres

Length: 810 metres

Volume of RCC: 709 m³x10³

Total volume: 3538 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

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

Cementitious material

Cement (kg/m³)
95 to

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

Maobaguan

Full Dam Information

Details

Country: China

Owner: Shanxi Hanjiang Hydropower Development Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Renhe

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/03

End of Project: -/04

Specifications

Height: 66 metres

Length: 120 metres

Volume of RCC: 81 m³x10³

Total volume: 106 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Wangkeng

Full Dam Information

Details

Country: China

Owner: Wang Keng Power Station Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Tangkouxi

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/03

End of Project: -/04

Specifications

Height: 56 metres

Length: 159 metres

Volume of RCC: 38 m³x10³

Total volume: 40 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

Serra do Facão

Full Dam Information

Details

Country: Brazil

Owner: GEFAC

Type: Gravity

Purpose(s): Hydropower

River: Sao Marcos

Reservoir capacity: -

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/03

End of Project: -/05

Specifications

Height: 80 metres

Length: 326 metres

Volume of RCC: 610 m³x10³

Total volume: 742 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
72

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

Liubo

Full Dam Information

Details

Country: China

Owner: Anhui Hydropower Development Co. Ltd.,

Type: Thin Arch

Purpose(s): Flood Control / Hydropower

River: Xipihe

Reservoir capacity: 51 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/03

End of Project: -/04

Specifications

Height: 70 metres

Length: 258 metres

Volume of RCC: 130 m³x10³

Total volume: 168 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

Ghatghar (Upper dam)

Full Dam Information

Details

Country: India

Owner: GoMWRD (Government of Maharashtra Water Resources Department)

Type: Gravity

Purpose(s): Hydropower

River: Pravara

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: 01/04

End of Project: 06/04

Specifications

Height: 15 metres

Length: 503 metres

Volume of RCC: 35 m³x10³

Total volume: 40 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
88

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

Zhouning

Full Dam Information

Details

Country: China

Owner: Mindong Electromechanical Development Corporation

Type: Gravity

Purpose(s): Hydropower

River: Muyangxi

Reservoir capacity: 47 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: 03/04

End of Project: 06/04

Specifications

Height: 73 metres

Length: 206 metres

Volume of RCC: 159 m³x10³

Total volume: 199 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
67
50

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

Huilong PSS - Lower dam

Full Dam Information

Details

Country: China

Owner: Henan Electric Power Corporation

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 06/01

Start of RCC: 06/01

End of RCC: 06/04

End of Project: -/05

Specifications

Height: 54 metres

Length: 175 metres

Volume of RCC: 88 m³x10³

Total volume: 105 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

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

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)

Tongkou

Full Dam Information

Details

Country: China

Owner: Beichuan Bashu Tongkou River Development Corporation

Type: Gravity

Purpose(s): Hydropower

River: Tongkouhe

Reservoir capacity: 36 m³x10⁶

Construction Dates

Start of Project: 10/98

Start of RCC: 10/98

End of RCC: -/04

End of Project: -/04

Specifications

Height: 72 metres

Length: 198 metres

Volume of RCC: 300 m³x10³

Total volume: 352 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
1.10	Traditional concrete against formwork

Spillway

Slope	Type
ogee	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

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

Pingban

Full Dam Information

Details

Country: China

Owner: Guangxi-Guiguan Electric Power Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Nanpan

Reservoir capacity: 278 m³x10⁶

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: -/04

End of Project: 07/05

Specifications

Height: 62 metres

Length: 396 metres

Volume of RCC: 150 m³x10³

Total volume: 700 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
ogee	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

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

Monte Claro

Full Dam Information

Details

Country: Brazil

Owner: CERAN (Companhia Energética Rio das Antas)

Type: Gravity

Purpose(s): Hydropower

River: Das Antas

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: 04/02

Start of RCC: 04/02

End of RCC: -/04

End of Project: 12/04

Specifications

Height: 33 metres

Length: 232 metres

Volume of RCC: 35 m³x10³

Total volume: 66 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
75

Pozzolan (kg/m³)	Pozzolan Type

Changtan

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Tuwushui

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/04

End of Project: -/04

Specifications

Height: 53 metres

Length: 123 metres

Volume of RCC: -

Total volume: 29 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Risoleta Neves - formerly Candonga

Full Dam Information

Details

Country: Brazil

Owner: Novelis do Brasil Ltda

Type: Gravity

Purpose(s): Hydropower

River: Doce

Reservoir capacity: 54 m³x10⁶

Construction Dates

Start of Project: 05/01

Start of RCC: 05/01

End of RCC: -/04

End of Project: 05/05

Specifications

Height: 53 metres

Length: 311 metres

Volume of RCC: 236 m³x10³

Total volume: 356 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
40

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

Risoleta Neves - formerly Candonga under construction

Yujiankou

Full Dam Information

Details

Country: China

Owner: Guiyang Zhushui Water Resources Industrial Dev. Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Longhe

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: 08/01

Start of RCC: 08/01

End of RCC: -/04

End of Project: -/05

Specifications

Height: 50 metres

Length: 156 metres

Volume of RCC: 118 m³x10³

Total volume: 147 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.85	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

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

Xiakou

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Juhe

Reservoir capacity: 99 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/04

End of Project: -/05

Specifications

Height: 85 metres

Length: 192 metres

Volume of RCC: -

Total volume: 131 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Qinglianxi

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Meixi

Reservoir capacity: 20 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/04

End of Project: -/06

Specifications

Height: 96 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Santa Clara - Jordão

Full Dam Information

Details

Country: Brazil

Owner: Elejor Centrais Elétricas do Rio Jordåo

Type: Gravity

Purpose(s): Hydropower

River: Jordåo

Reservoir capacity: 431 m³x10⁶

Construction Dates

Start of Project: 11/02

Start of RCC: 11/02

End of RCC: -/04

End of Project: 01/05

Specifications

Height: 67 metres

Length: 588 metres

Volume of RCC: 438 m³x10³

Total volume: 504 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	Traditional concrete against formwork

Spillway

Slope	Type
	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
40

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

Saluda dam remediation

Full Dam Information

Details

Country: USA

Owner: South Carolina Electric and Gas

Type: Gravity

Purpose(s): Hydropower

River: Saluda

Reservoir capacity: 1970 m³x10⁶

Construction Dates

Start of Project: 08/02

Start of RCC: 08/02

End of RCC: 04/05

End of Project: 07/05

Specifications

Height: 65 metres

Length: 2439 metres

Volume of RCC: 1004 m³x10³

Total volume: 1410 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against precast concrete panels

Downstream

Slope	Type
	Traditional concrete against precast concrete panels

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
89

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

Zhaolaihe

Full Dam Information

Details

Country: China

Owner: Changyang Electric Power Bureau

Type: Thin Arch

Purpose(s): Hydropower / Irrigation / Water Supply

River: Sidu

Reservoir capacity: 70 m³x10⁶

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: 05/05

End of Project: 10/05

Specifications

Height: 107 metres

Length: 206 metres

Volume of RCC: 166 m³x10³

Total volume: 255 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
84
126

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

Xihe

Full Dam Information

Details

Country: China

Owner: Hanjiang Hydropower Development Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Hanjiang

Reservoir capacity: 229 m³x10⁶

Construction Dates

Start of Project: 11/00

Start of RCC: 11/00

End of RCC: 05/00

End of Project: 06/00

Specifications

Height: 63 metres

Length: 346 metres

Volume of RCC: 194 m³x10³

Total volume: 631 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

Çindere

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Hardfill

Purpose(s): Hydropower / Irrigation / Water Supply

River: Buyuk Menderes

Reservoir capacity: 82 m³x10⁶

Construction Dates

Start of Project: 04/94

Start of RCC: 04/94

End of RCC: 05/05

End of Project: 11/07

Specifications

Height: 107 metres

Length: 280 metres

Volume of RCC: 1500 m³x10³

Total volume: 1685 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.70	Traditional concrete against precast concrete panels with geomembrane

Downstream

Slope	Type
0.70	RCC against formwork

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)

Chalillo

Full Dam Information

Details

Country: Belize

Owner: Belize Electricity Ltd

Type: Gravity

Purpose(s): Hydropower

River: Macal

Reservoir capacity: 120 m³x10⁶

Construction Dates

Start of Project: 07/03

Start of RCC: 07/03

End of RCC: 10/05

End of Project: 12/06

Specifications

Height: 68 metres

Length: 425 metres

Volume of RCC: 180 m³x10³

Total volume: 210 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against formwork

Downstream

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

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	3600

Cementitious material

Cement (kg/m³)
80

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

Barra Grande

Full Dam Information

Details

Country: Brazil

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

Type: Gravity

Purpose(s): Hydropower

River: Pelotas

Reservoir capacity: 50000 m³x10⁶

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/05

End of Project: -/06

Specifications

Height: 85 metres

Length: 665 metres

Volume of RCC: 100 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Changzhou

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Xunjiang

Reservoir capacity: 56 m³x10⁶

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/05

End of Project: -/07

Specifications

Height: 56 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Picada

Full Dam Information

Details

Country: Brazil

Owner: Votorantim S.A.

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/05

End of Project: -/06

Specifications

Height: 32 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

Xiaqiao

Full Dam Information

Details

Country: China

Owner: Guangxi Water Conservancy and Electric Power Corporation

Type: Thin Arch

Purpose(s): Hydropower

River: Long

Reservoir capacity: 49 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/05

End of Project: -/06

Specifications

Height: 68 metres

Length: 167 metres

Volume of RCC: 172 m³x10³

Total volume: 226 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Huizhou PSS - Lower dam

Full Dam Information

Details

Country: China

Owner: China Southern Power Grid

Type: Gravity

Purpose(s): Hydropower

River: Caitouhe

Reservoir capacity: 32 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/05

End of Project: -/11

Specifications

Height: 61 metres

Length: 420 metres

Volume of RCC: 235 m³x10³

Total volume: 242 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tangkeng

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Guxi

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/05

End of Project: -/05

Specifications

Height: 66 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Cachoeira Grande

Full Dam Information

Details

Country: Brazil

Owner: CERB (Companhia de Engenharia Rural da Bahia)

Type: Gravity

Purpose(s): Hydropower

River: Chopin

Reservoir capacity: -

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/05

End of Project: -/05

Specifications

Height: 16 metres

Length: 225 metres

Volume of RCC: 15 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Peixe Angical

Full Dam Information

Details

Country: Brazil

Owner: Enerpeixa S/A

Type: Gravity

Purpose(s): Hydropower

River: Tocantins

Reservoir capacity: 2741 m³x10⁶

Construction Dates

Start of Project: 04/02

Start of RCC: 04/02

End of RCC: -/05

End of Project: 09/06

Specifications

Height: 39 metres

Length: 400 metres

Volume of RCC: 500 m³x10³

Total volume: 582 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

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

Säo Bernardo

Full Dam Information

Details

Country: Brazil

Owner: CJ Energética S/A

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/05

End of Project: -/06

Specifications

Height: 20 metres

Length: 120 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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)

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: Youjiang

Reservoir capacity: 5660 m³x10⁶

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: 04/06

End of Project: 07/06

Specifications

Height: 130 metres

Length: 720 metres

Volume of RCC: 1995 m³x10³

Total volume: 2672 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
80
50

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

Ghatghar (Lower dam)

Full Dam Information

Details

Country: India

Owner: GoMWRD (Government of Maharashtra Water Resources Department)

Type: Gravity

Purpose(s): Hydropower

River: Shahi Nallah

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: 05/06

End of Project: 03/07

Specifications

Height: 86 metres

Length: 447 metres

Volume of RCC: 638 m³x10³

Total volume: 646 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
75

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

Nagai

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure and Transport

Type: Gravity

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

River: Okitamano

Reservoir capacity: 51 m³x10⁶

Construction Dates

Start of Project: 03/00

Start of RCC: 03/00

End of RCC: 11/06

End of Project: 03/11

Specifications

Height: 126 metres

Length: 381 metres

Volume of RCC: 703 m³x10³

Total volume: 1200 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.73	Traditional concrete against formwork

Spillway

Slope	Type
0.73	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	1000

Cementitious material

Cement (kg/m³)
91

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

Dahuashui

Full Dam Information

Details

Country: China

Owner: Wujaing Hydropower Debelopment Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Qingshui

Reservoir capacity: 277 m³x10⁶

Construction Dates

Start of Project: 01/04

Start of RCC: 01/04

End of RCC: 11/06

End of Project: -/07

Specifications

Height: 135 metres

Length: 198 metres

Volume of RCC: 550 m³x10³

Total volume: 670 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
81
94

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

Niuqiao

Full Dam Information

Details

Country: China

Owner: Niu Qiao Reservoir Development Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Qingtonghe

Reservoir capacity: 26 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: 12/06

End of Project: -/07

Specifications

Height: 62 metres

Length: 201 metres

Volume of RCC: -

Total volume: 710 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Pleikrong

Full Dam Information

Details

Country: Vietnam

Owner: EVN (Electrictie de Vietnam)

Type: Gravity

Purpose(s): Hydropower

River: Po Ko

Reservoir capacity: 1048 m³x10⁶

Construction Dates

Start of Project: 11/05

Start of RCC: 11/05

End of RCC: 12/06

End of Project: -/07

Specifications

Height: 71 metres

Length: 495 metres

Volume of RCC: 326 m³x10³

Total volume: 450 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

Xinjiangshankou

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Kaidu

Reservoir capacity: -

Construction Dates

Start of Project: -/97

Start of RCC: -/97

End of RCC: -/06

End of Project: -/08

Specifications

Height: 71 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Baisha

Full Dam Information

Details

Country: China

Owner: China Huadian Corporation

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Wanshou

Reservoir capacity: 199 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/06

Specifications

Height: 75 metres

Length: 172 metres

Volume of RCC: 211 m³x10³

Total volume: 239 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Esmeralda

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/06

End of Project: -/06

Specifications

Height: 19 metres

Length: -

Volume of RCC: 15 m³x10³

Total volume: 27 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
64

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

Leidatan

Full Dam Information

Details

Country: China

Owner: Leidatan Corporation

Type: Gravity

Purpose(s): Hydropower

River: Yingtaoyuangou

Reservoir capacity: 94 m³x10⁶

Construction Dates

Start of Project: 03/03

Start of RCC: 03/03

End of RCC: -/06

End of Project: 06/07

Specifications

Height: 84 metres

Length: 202 metres

Volume of RCC: 240 m³x10³

Total volume: 340 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Zaoshi

Full Dam Information

Details

Country: China

Owner: Lishui Basin Hydraulic and Hydroelectric Development Corporation

Type: Gravity

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

River: Dieshui

Reservoir capacity: 1439 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/06

End of Project: -/07

Specifications

Height: 88 metres

Length: 351 metres

Volume of RCC: 450 m³x10³

Total volume: 930 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
53
83

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

Mosquitão

Full Dam Information

Details

Country: Brazil

Owner: Concessionária Mosquitão S/A

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 19 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 32 metres

Length: 236 metres

Volume of RCC: 57 m³x10³

Total volume: 76 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Fundão

Full Dam Information

Details

Country: Brazil

Owner: ELEJOR - Centrais Elétricas do Rio Jordão

Type: Gravity

Purpose(s): Hydropower

River: Jordao

Reservoir capacity: 34 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 43 metres

Length: 445 metres

Volume of RCC: 200 m³x10³

Total volume: 220 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

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

Xiaoxi

Full Dam Information

Details

Country: China

Owner: Youxi Hydropower Development Corporation Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Longkouxi

Reservoir capacity: 168 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 47 metres

Length: 268 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Zhouba

Full Dam Information

Details

Country: China

Owner: Chengdu Haineng Power Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Mabianhe

Reservoir capacity: 204 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 73 metres

Length: 163 metres

Volume of RCC: 229 m³x10³

Total volume: 405 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
110
66

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

Wuchuanshaba

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Wujlang

Reservoir capacity: 9940 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 87 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Daxia

Full Dam Information

Details

Country: China

Owner: China Guodian Corporation

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Quan

Reservoir capacity: 20 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 88 metres

Length: 169 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

Shaba

Full Dam Information

Details

Country: China

Owner: Guizhou Zhongsui Energy Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Hongdu

Reservoir capacity: 99 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 88 metres

Length: 148 metres

Volume of RCC: 67 m³x10³

Total volume: 90 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Jupudu

Full Dam Information

Details

Country: China

Owner: Datang International Power Generation Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Lixian (Black)

Reservoir capacity: 174 m³x10⁶

Construction Dates

Start of Project: 11/04

Start of RCC: 11/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 95 metres

Length: 320 metres

Volume of RCC: 480 m³x10³

Total volume: 800 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork
0.20

Downstream

Slope	Type
0.80	RCC against formwork

Spillway

Slope	Type
0.80	RCC against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tukaihe

Full Dam Information

Details

Country: China

Owner: Datang International Power Generation Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Lixian

Reservoir capacity: 78 m³x10⁶

Construction Dates

Start of Project: 04/04

Start of RCC: 04/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 59 metres

Length: 300 metres

Volume of RCC: 255 m³x10³

Total volume: 570 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
65
93

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

Longqiao

Full Dam Information

Details

Country: China

Owner: Lichuan City Yujaing Valley Hudropower Ltd. Hubei Province

Type: Thin Arch

Purpose(s): Hydropower / Recreation

River: Yu

Reservoir capacity: 26 m³x10⁶

Construction Dates

Start of Project: 12/05

Start of RCC: 12/05

End of RCC: 02/07

End of Project: 05/07

Specifications

Height: 95 metres

Length: 156 metres

Volume of RCC: 135 m³x10³

Total volume: 160 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
curve	RCC against formwork

Spillway

Slope	Type
	RCC against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Pinalito

Full Dam Information

Details

Country: Dominican Republic

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

Type: Gravity

Purpose(s): Hydropower

River: Tireo

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: 09/04

Start of RCC: 09/04

End of RCC: 03/07

End of Project: -/08

Specifications

Height: 52 metres

Length: 210 metres

Volume of RCC: 73 m³x10³

Total volume: 100 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
98

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

Nakai, part of Nam Theun 2 HPP

Full Dam Information

Details

Country: Laos

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

Type: Gravity

Purpose(s): Hydropower

River: Nam Theun

Reservoir capacity: 3530 m³x10⁶

Construction Dates

Start of Project: 04/04

Start of RCC: 04/04

End of RCC: 03/07

End of Project: 10/09

Specifications

Height: 39 metres

Length: 436 metres

Volume of RCC: 155 m³x10³

Total volume: 200 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	RCC against precast concrete blocks

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

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

Nakai, part of Nam Theun 2 HPP completed

Akköy I

Full Dam Information

Details

Country: Turkey

Owner: Akköy Energy A.S.

Type: Gravity

Purpose(s): Hydropower

River: Harsit

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 07/05

Start of RCC: 07/05

End of RCC: 04/07

End of Project: 09/08

Specifications

Height: 38 metres

Length: 146 metres

Volume of RCC: 87 m³x10³

Total volume: 101 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

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

Huizhou PSS - Upper dam

Full Dam Information

Details

Country: China

Owner: China Southern Power Grid

Type: Gravity

Purpose(s): Hydropower

River: Xiaojinhe

Reservoir capacity: 32 m³x10⁶

Construction Dates

Start of Project: 10/04

Start of RCC: 10/04

End of RCC: 05/07

End of Project: -/11

Specifications

Height: 56 metres

Length: 168 metres

Volume of RCC: 84 m³x10³

Total volume: 93 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

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

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 -

A Vuong

Full Dam Information

Details

Country: Vietnam

Owner: EVN (Electrictie de Vietnam)

Type: Gravity

Purpose(s): Hydropower

River: Vugia Thubon

Reservoir capacity: 340 m³x10⁶

Construction Dates

Start of Project: 08/03

Start of RCC: 08/03

End of RCC: 10/07

End of Project: 11/08

Specifications

Height: 83 metres

Length: 240 metres

Volume of RCC: 260 m³x10³

Total volume: 350 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
1.00	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

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

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: 05/02

Start of RCC: 05/02

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)

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

Fengman

Full Dam Information

Details

Country: China

Owner: Northeast China Electric Power

Type: Gravity

Purpose(s): Hydropower

River: Songhuajian

Reservoir capacity: 10377 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/07

End of Project: -/10

Specifications

Height: 95 metres

Length: 1068 metres

Volume of RCC: -

Total volume: 2700 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Hongkou

Full Dam Information

Details

Country: China

Owner: Fujian Hongkou Hydropower Co. Ltd.

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Huotong

Reservoir capacity: 450 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/07

End of Project: -/08

Specifications

Height: 130 metres

Length: 341 metres

Volume of RCC: 681 m³x10³

Total volume: 830 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ludesa

Full Dam Information

Details

Country: Brazil

Owner: CPFL Renovaveis

Type: Hardfill

Purpose(s): Hydropower

River: Chapecó

Reservoir capacity: 142 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/07

End of Project: 04/07

Specifications

Height: 29 metres

Length: 300 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
1.50

Downstream

Slope	Type
1.50

Spillway

Slope	Type
0.75

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Shiti

Full Dam Information

Details

Country: China

Owner: Wujiang Power Company

Type: Gravity

Purpose(s): Hydropower

River: Youshui

Reservoir capacity: 163 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/07

Specifications

Height: 54 metres

Length: 214 metres

Volume of RCC: -

Total volume: 260 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Luojiaohe

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Baibu

Reservoir capacity: 46 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/07

Specifications

Height: 81 metres

Length: 250 metres

Volume of RCC: -

Total volume: 110 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Castro Alves

Full Dam Information

Details

Country: Brazil

Owner: CERAN (Companhia Energética Rio das Antas)

Type: Gravity

Purpose(s): Hydropower

River: Das Antas

Reservoir capacity: 92 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: 02/08

Specifications

Height: 45 metres

Length: 350 metres

Volume of RCC: 240 m³x10³

Total volume: 322 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
1.30

Spillway

Slope	Type
1.30

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
60

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

Quatorze (14) de Julho

Full Dam Information

Details

Country: Brazil

Owner: CERAN (Companhia Energética Rio das Antas)

Type: Gravity

Purpose(s): Hydropower

River: Das Antas

Reservoir capacity: 55 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: 10/08

Specifications

Height: 37 metres

Length: 281 metres

Volume of RCC: 75 m³x10³

Total volume: 212 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
1.30

Spillway

Slope	Type
1.30

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
75

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

Baxiang Nº3

Full Dam Information

Details

Country: China

Owner: Department of Electricity, Feng Shun County

Type: Gravity

Purpose(s): Hydropower

River: Baxianghe

Reservoir capacity: 8 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 44 metres

Length: 207 metres

Volume of RCC: 63 m³x10³

Total volume: 83 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tiecheng

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Datong

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 44 metres

Length: 143 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Yumen

Full Dam Information

Details

Country: China

Owner: Department of WaterResources, Henan Province

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Luohe

Reservoir capacity: 28 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 62 metres

Length: 244 metres

Volume of RCC: 133 m³x10³

Total volume: 234 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Youchou

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Youshui

Reservoir capacity: 152 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 63 metres

Length: 194 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Youshui

Full Dam Information

Details

Country: China

Owner: Chongqing Youshui River Hydropower Development Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Youshui

Reservoir capacity: 152 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 63 metres

Length: 194 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Qilinguan

Full Dam Information

Details

Country: China

Owner: Nanhe Hydropower Development Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Nanhe

Reservoir capacity: 14 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 77 metres

Length: 140 metres

Volume of RCC: 45 m³x10³

Total volume: 55 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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: 453 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: 560 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.335	Traditional concrete against formwork

Spillway

Slope	Type
0.335	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
72
56

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

Cotiporã

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/07

End of Project: -/07

Specifications

Height: 16 metres

Length: 196 metres

Volume of RCC: 21 m³x10³

Total volume: 41 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Plano Alto

Full Dam Information

Details

Country: Brazil

Owner: CPFL Renovaveis

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/07

End of Project: 02/08

Specifications

Height: 38 metres

Length: 173 metres

Volume of RCC: 42 m³x10³

Total volume: 78 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.75

Spillway

Slope	Type
0.75

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
72

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

Jararaca

Full Dam Information

Details

Country: Brazil

Owner: Veneto Energética S/A

Type: Gravity

Purpose(s): Hydropower

River: das Antas

Reservoir capacity: 8 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/07

End of Project: 04/08

Specifications

Height: 25 metres

Length: 220 metres

Volume of RCC: 31 m³x10³

Total volume: 61 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
72

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

Nansha

Full Dam Information

Details

Country: China

Owner: Red River Hydropower Development Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Honghe

Reservoir capacity: 212 m³x10⁶

Construction Dates

Start of Project: 02/06

Start of RCC: 02/06

End of RCC: -/07

End of Project: 07/08

Specifications

Height: 85 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Linha Emilia

Full Dam Information

Details

Country: Brazil

Owner: Linha Emília Energética S/A

Type: Gravity

Purpose(s): Hydropower

River: Carreiro

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/07

End of Project: -/08

Specifications

Height: 30 metres

Length: 205 metres

Volume of RCC: 35 m³x10³

Total volume: 54 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Silin

Full Dam Information

Details

Country: China

Owner: 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

Longtan

Full Dam Information

Details

Country: China

Owner: Longtan Hydropower Development Co. Ltd.

Type: Gravity

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

River: Hongshui

Reservoir capacity: 29920 m³x10⁶

Construction Dates

Start of Project: 07/01

Start of RCC: 07/01

End of RCC: 04/08

End of Project: 12/09

Specifications

Height: 217 metres

Length: 832 metres

Volume of RCC: 4952 m³x10³

Total volume: 7458 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.68	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
99
86

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

Weihou

Full Dam Information

Details

Country: China

Owner: Xilin River Hydropower Development Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Tuoniangiang

Reservoir capacity: 133 m³x10⁶

Construction Dates

Start of Project: 03/05

Start of RCC: 03/05

End of RCC: 04/08

End of Project: -/09

Specifications

Height: 82 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Guangzhao

Full Dam Information

Details

Country: China

Owner: Guizhou Qianyuan Power Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Beipan

Reservoir capacity: 3245 m³x10⁶

Construction Dates

Start of Project: 10/04

Start of RCC: 10/04

End of RCC: 05/08

End of Project: -/09

Specifications

Height: 201 metres

Length: 412 metres

Volume of RCC: 2420 m³x10³

Total volume: 2870 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
61
71

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

Gelantan

Full Dam Information

Details

Country: China

Owner: Datang International Hydropower Generation Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Lixian

Reservoir capacity: 409 m³x10⁶

Construction Dates

Start of Project: 01/03

Start of RCC: 01/03

End of RCC: 08/08

End of Project: -/09

Specifications

Height: 113 metres

Length: 466 metres

Volume of RCC: 903 m³x10³

Total volume: 1200 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
77
93

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

Mangla Emergency Spillway Control Weir

Full Dam Information

Details

Country: Pakistan

Owner: Water and Power Development Authority (WAPDA)

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Jhelum

Reservoir capacity: 6500 m³x10⁶

Construction Dates

Start of Project: 08/04

Start of RCC: 08/04

End of RCC: 11/08

End of Project: 01/09

Specifications

Height: 17 metres

Length: 370 metres

Volume of RCC: 54 m³x10³

Total volume: 79 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

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

Mangla Emergency Spillway Control Weir completed

Yeywa

Full Dam Information

Details

Country: Myanmar

Owner: Department of Hydroelectric Power - Ministry of Electric Power

Type: Gravity

Purpose(s): Hydropower

River: Myitnge

Reservoir capacity: 2600 m³x10⁶

Construction Dates

Start of Project: 10/01

Start of RCC: 10/01

End of RCC: 12/08

End of Project: 12/10

Specifications

Height: 137 metres

Length: 680 metres

Volume of RCC: 2473 m³x10³

Total volume: 2843 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
75

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

Jing Hong

Full Dam Information

Details

Country: China

Owner: Huaneng Lancang River Hydropower Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Recreation

River: Lancang

Reservoir capacity: 1139 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/08

End of Project: -/09

Specifications

Height: 107 metres

Length: 705 metres

Volume of RCC: 848 m³x10³

Total volume: 1140 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
0.80	RCC against formwork

Spillway

Slope	Type
	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
64
93

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

Se San 4

Full Dam Information

Details

Country: Vietnam

Owner: EVN (Electrictie de Vietnam)

Type: Gravity

Purpose(s): Hydropower

River: Poko

Reservoir capacity: 893 m³x10⁶

Construction Dates

Start of Project: 12/04

Start of RCC: 12/04

End of RCC: -/08

End of Project: -/09

Specifications

Height: 74 metres

Length: 834 metres

Volume of RCC: 753 m³x10³

Total volume: 1300 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

Santa Laura

Full Dam Information

Details

Country: Brazil

Owner: Santa Laura S/A

Type: Gravity

Purpose(s): Hydropower

River: Chapecozinho

Reservoir capacity: 19 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/08

Specifications

Height: 27 metres

Length: -

Volume of RCC: 24 m³x10³

Total volume: 42 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Santa Rosa II

Full Dam Information

Details

Country: Brazil

Owner: Santa Rosa S/A

Type: Gravity

Purpose(s): Hydropower

River: Grande

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/08

Specifications

Height: 31 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

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: 1444 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/08

End of Project: -/09

Specifications

Height: 117 metres

Length: 326 metres

Volume of RCC: 608 m³x10³

Total volume: 1330 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
64
81

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

Liujiadong

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Gui

Reservoir capacity: 26 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/08

Specifications

Height: 61 metres

Length: 166 metres

Volume of RCC: -

Total volume: 127 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Maojiahe

Full Dam Information

Details

Country: China

Owner: China Power Investment Corporation

Type: Gravity

Purpose(s): Hydropower

River: Beipan

Reservoir capacity: 13 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/08

Specifications

Height: 75 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

Huanghuazhai

Full Dam Information

Details

Country: China

Owner: China Datang Corporation

Type: Thin Arch

Purpose(s): Hydropower

River: Getu

Reservoir capacity: 175 m³x10⁶

Construction Dates

Start of Project: 07/06

Start of RCC: 07/06

End of RCC: -/08

End of Project: -/08

Specifications

Height: 110 metres

Length: 253 metres

Volume of RCC: 280 m³x10³

Total volume: 292 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
52

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

Cachoeirão

Full Dam Information

Details

Country: Brazil

Owner: Hidrelétrica Cachoeirão SA

Type: Gravity

Purpose(s): Hydropower

River: Manhuaçu

Reservoir capacity: -

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/08

End of Project: -/08

Specifications

Height: 23 metres

Length: 90 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Alto Irani

Full Dam Information

Details

Country: Brazil

Owner: CPFL Renovaveis

Type: Hardfill

Purpose(s): Hydropower

River: Irani

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/08

End of Project: -/08

Specifications

Height: 44 metres

Length: 270 metres

Volume of RCC: 14 m³x10³

Total volume: 20 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
2.50

Downstream

Slope	Type
2

Spillway

Slope	Type
2

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

São Simão

Full Dam Information

Details

Country: Brazil

Owner: São Simão Energia S/A

Type: Gravity

Purpose(s): Hydropower

River: Itapemirim

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: 02/09

Specifications

Height: 56 metres

Length: 187 metres

Volume of RCC: 92 m³x10³

Total volume: 115 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Angelina (formerly Portobello - Corredeira do Encano)

Full Dam Information

Details

Country: Brazil

Owner: Lumbrás Energética S.A.

Type: Gravity

Purpose(s): Hydropower

River: Garcia

Reservoir capacity: -

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/08

End of Project: 03/09

Specifications

Height: 45 metres

Length: 178 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Angelina (formerly Portobello - Corredeira do Encano) under construction

Engenheiro Henrique Kotzian

Full Dam Information

Details

Country: Brazil

Owner: BME Energia SA

Type: Gravity

Purpose(s): Hydropower

River: Ivaí

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: 04/09

Specifications

Height: 40 metres

Length: 227 metres

Volume of RCC: 58 m³x10³

Total volume: 76 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Pedra do Garrafão

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Itabapoana

Reservoir capacity: -

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/08

End of Project: 05/09

Specifications

Height: 15 metres

Length: 110 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Goiandira

Full Dam Information

Details

Country: Brazil

Owner: Goiás Sul Geração de Energia S.A.

Type: Gravity

Purpose(s): Hydropower

River: Verissimo

Reservoir capacity: 76 m³x10⁶

Construction Dates

Start of Project: 08/07

Start of RCC: 08/07

End of RCC: -/08

End of Project: 05/09

Specifications

Height: 44 metres

Length: 341 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.75

Spillway

Slope	Type
0.75

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Binh Dien

Full Dam Information

Details

Country: Vietnam

Owner: Binh Dien Electricity Joint Stock Company

Type: Gravity

Purpose(s): Hydropower

River: Huu Trach

Reservoir capacity: 424 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/09

Specifications

Height: 55 metres

Length: 571 metres

Volume of RCC: 189 m³x10³

Total volume: 423 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

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

Shuhe

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Hanjiang

Reservoir capacity: 176 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/09

Specifications

Height: 72 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Qingxi

Full Dam Information

Details

Country: China

Owner: Guizhou Qianyuan Power Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Furong

Reservoir capacity: 98 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/09

Specifications

Height: 82 metres

Length: 166 metres

Volume of RCC: -

Total volume: 154 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Nongling

Full Dam Information

Details

Country: China

Owner: Dehong Longjiang Hydropower Development Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Long

Reservoir capacity: 233 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/09

Specifications

Height: 91 metres

Length: 280 metres

Volume of RCC: -

Total volume: 486 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Shankou

Full Dam Information

Details

Country: China

Owner: Xinjiang Yili River Basin Development Authority

Type: Gravity

Purpose(s): Hydropower

River: Takasi

Reservoir capacity: 121 m³x10⁶

Construction Dates

Start of Project: 04/06

Start of RCC: 04/06

End of RCC: -/08

End of Project: -/09

Specifications

Height: 50 metres

Length: 496 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Rodeio Bonito

Full Dam Information

Details

Country: Brazil

Owner: Velcan Energy Development Ltda.

Type: Gravity

Purpose(s): Hydropower

River: Irani

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: 01/10

Specifications

Height: 32 metres

Length: 223 metres

Volume of RCC: -

Total volume: 59 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.85

Spillway

Slope	Type
0.85

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ernesto Jorge Dreher

Full Dam Information

Details

Country: Brazil

Owner: BME Energia

Type: Gravity

Purpose(s): Hydropower

River: Ivaí

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/08

End of Project: 04/09

Specifications

Height: 23 metres

Length: 220 metres

Volume of RCC: 29 m³x10³

Total volume: 35 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
68