Dam Search Results

There are 515 dams matching your search
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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.

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Name	Country	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	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	H	Leishui	4	- /79	- /80	- /81	- /82	35	33	3	3
Kengkou	China	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	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	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	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	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	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	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	H	Yonghe	9	- /84	- /86	- /88	- /90	52	180		220											(F)
Urugua-i	Argentina	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	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	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	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	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	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	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	F H	Nanpan	29	01/84	04/87	06/90	12/92	61	471	143	284	V	(1)	V 0.40	(10)	ogee	(1)	250	250	79	79	(F)
Riou	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	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	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	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	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	F H N	Hongshui	34	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	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	F H N	Min	2613	03/87	10/90	05/92	05/95	101	791	600	1710	V	(1)	0.73	(1)	ogee	(1)	200 - 330	200 - 330	60 70	110 90	(F)
Wan’an	China	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	H	Liuxihe	30	12/94	10/91	12/92	10/00	61	153	32	57	V	(1)	0.70	(3)*	ogee 0.78	(1) (1)	300	300	62	108	(F)
Petit Saut	French Guyana	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	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	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	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	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	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	H I W	Changhuajiang	1710	06/90	12/91	12/93	07/95	55	827	485	860	V	(1)	0.75	(10) (3)	0.75	(1)	300	300	55	96	(F)
Suoshai	China	H	Sancha	420	- /89	- /90	- /93	- /94	75	196		88
Pak Mun	Thailand	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	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	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	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	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	H I	Xiang	2	- /92	- /93	- /94	- /95	45	150		45											(F)
Sishanping [A]	China	F H I	Leishui	3	- /92	- /93	- /94	- /95	56	147		18											(F)
Miyagase	Japan	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	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	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	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	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	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	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	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	H	Juba		- /93	- /94	- /95	- /96	21	238	96	113									60	15	(N)
Juba II	Brazil	H	Juba		- /93	- /94	- /95	- /96	21	238	105	113									60	15	(N)
Jordão	Brazil	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	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	H I N	Hongshuihe	340	02/93	10/95	04/96	08/97	34	710	62	80	V	(1)	0.70	(10)*	0.70	(5)*	300	300	73 99	110 60	(F)
Hiyoshi	Japan	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	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	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	H	Jordão	110	05/94	- /95	- /96	12/97	66
Platanovryssi	Greece	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	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	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	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	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	F H I R W	Qinglonghe	859	11/92	12/94	12/97	- /98	75	500	585	1350	V 0.15	(1)	0.78	(1)	ogee 0.65	(1) (1)	300	300	135 70	70 85	(F)
Rio do Peixe II	Brazil	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	H	Huilonghe	8	- /93	- /95	- /97	- /98	90	158		770	0.10		0.76		0.76
Hayachine	Japan	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	H	Iguaçu	4	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	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	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	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	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	H I	Nanxi	7	- /94	- /96	- /98	- /99	47	235		240
Kengxiashan [A]	China	H	Yuquanxi	1	- /96	- /97	- /98	- /98	34	80
Fenhe Nº2	China	F H W	Fenhe	130	11/96	08/98	03/99	06/00	87	350	362	448	V 0.20	(1) (1)	0.75	(5)	0.75	(1)	300	3000	127 60	84 93	(F)
Jiangya	China	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	F H I R W	Hailanhe	21	09/97	01/98	04/99	09/99	29	271	44	77	V	(1)	0.73	(10)	conduit		300	2000	80	100	(F)
Balambano	Indonesia	H	Larona	31	09/96	04/98	06/99	09/99	94	352	528	534	V	(2)	0.80	(1)*	0.80	(12)	420	420	81	54	(F)
Yangxishui Nº3	China	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	F H I W	Dalinghe	1645	09/96	04/97	09/99	12/00	49	513	111	603	V 0.10	(1) (1)	0.70	(1)	0.76	(1)	300	300	72	58	(F)
Rosal	Brazil	H	Itabapoana	17	04/98	- /98	09/99	- /00	37	212	45	75		(1)		(3)*		(1)*	300	300	45	55	(S)
Suçati	Turkey	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	H	Piracicaba	12	- /97	- /98	- /99	- /00	41	499	85	102							300	300	80	20	(N)
Nam Leuk spillway	Laos	H	Nam Leuk	185	- /98	- /98	- /99	- /00	15	60
Kubusugawa	Japan	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	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	F H	Karkeh	40	02/98	07/99	07/00	- /01	34	350	130	270		(12)		(12)	ogee	(12)	300	300	97	33	(-) -
Porce II	Colombia	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	H	Tocantins	45800	06/98	06/99	09/00	10/05	78	1541	288	1383		(3)		(3)*	separate		300	300	70	30	(N)
Dona Francisca	Brazil	H	Jacuí	63	08/98	06/99	10/00	12/00	63	670	485	503	V	(1)	0.75	(3)*	0.75	(1)*	300	300	72	18	(N)
Dagangou	China	H	Geermu	9780	- /96	- /98	- /00	- /01	40
Shankou Nº3 [A]	China	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	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	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	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	F H	Lancang	890	10/97	12/98	10/01	07/02	115	481	757	1287	V 0.20	(3')	0.70	(10)*	0.70	(13)	300	300	94 67	94 101	(N)
Cana Brava	Brazil	H	Tocantins	2300	03/99	02/00	10/01	10/02	67	510	527	833		(1)		(3)*	ogee	(1)	300	300	40	50	(S)
Mianhuatan	China	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	H	Tocantins	4982	07/98	06/01	12/01	12/02	43	2100	188	210							300	300	30	40	(S)
Yanwangbizi	China	F H I W	Dalinghe	217	- /96	- /97	- /01	- /02	35	383	87	220									64	118	(F)
Ueno	Japan	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	H	Rio Grande	285	- /97	- /99	- /01	12/02	50
Xiaoxihe	China	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	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	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	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	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	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	Itiquira		- /00	- /00	- /02	- /02	15		22
Nankengyuan [A]	China	H	Xiaoxihe	1	- /98	- /00	- /02	- /03	34	114
Rio São Bento	Brazil	H	Rio São Bento	58	- /99	- /00	- /02	- /03	49	461			V		0.80		0.80
Guaporé	Brazil	H	Guaporé	18	- /00	- /01	- /02	- /03	32	152		43
Jauru	Brazil	H	Jauru	20	- /00	- /01	- /02	- /03	51
Junxi II [A]	China	H	Junxi	5	- /00	- /01	- /02	- /03	69	192
Wanmipo	China	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	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	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	H	Apeng	25	08/01	10/02	10/03	11/03	56	193	72	161		(12)		(12)		(12)					(F)
Huilong PSS - Upper dam	China	H		1	06/01	11/02	11/03	- /05	54	208	73	76	V	(3')	0.75	(3')	none		300	300			(F)
Bureya	Russia	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	H	Renhe	2	- /00	- /02	- /03	- /04	66	120	81	106
Wangkeng	China	H	Tangkouxi	15	- /01	- /02	- /03	- /04	56	159	38	40											(F)
Liubo [A]	China	F H	Xipihe	51	- /02	- /03	- /03	- /04	70	258	130	168											(F)
Ghatghar (Upper dam)	India	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	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	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	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	H	Tongkouhe	36	10/98	- /02	- /04	- /04	72	198	300	352	V	(1)	1.10	(1)	ogee	(1)	300	300			(F)
Pingban	China	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	H	Das Antas	23	04/02	- /03	- /04	12/04	25	180	35	66									75
Changtan [A]	China	H	Tuwushui	17	- /03	- /03	- /04	- /04	53	124		29
Nam Mang 3	Laos	H	Nam Gnong	49	- /02	- /03	- /04	01/05	28	151
Risoleta Neves (formerly Candonga)	Brazil	H	Doce	54	05/01	- /03	- /04	05/05	53	311	236	248							300	300	40	50	(S)
Yujiankou	China	H	Longhe	9	08/01	- /03	- /04	- /05	50	156	118	147	V	(3')	0.70	(3')	0.85	(1)					(F)
Letan	China	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	178
Santa Clara - Jordão-PR	Brazil	H	Jordåo	431	11/02	12/03	- /04	01/05	67	543	530	606		(1)		(1)		(1)*	300	300	40	50	(S)
Saluda dam remediation	USA	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	H I W	Sidu	70	12/03	03/04	05/05	10/05	107	206	166	255	curve	(3')	curve	(3')		(3')	300	3000	84 126	126 103	(F)
Xihe	China	F H N	Hanjiang	229	11/03	02/04	05/05	06/07	63	346	194	631											(F)
Suofengying	China	F H I N W	Wu	201	10/00	06/03	08/05	03/06	122	165	421	739	V 0.25	(3') (3')	0.70	(3')	0.70	(1)	300	3000	64	95	(F)
Chalillo	Belize	H	Macal	120	07/03	03/04	10/05	12/06	68	425	180	210	0.20	(1)	0.75	(3')*	0.75	(12)	300	3600	105	0	(N)
Barra Grande	Brazil	H	Pelotas	50000	- /01	- /02	- /05	- /06	85	665	1
Changzhou	China	H	Xunjiang	56	- /93	- /02	- /05	- /07	56
Picada	Brazil	H		7	- /02	- /03	- /05	- /06	32
Xiaqiao [A]	China	H	Long	49	- /02	- /03	- /05	- /06	68	167	172	226
Huizhou PSS - Lower dam	China	H	Caitouhe	30	- /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	H	Jaqueira	5	- /04	- /04	- /05	- /05	16	207	15
Peixe Angical	Brazil	H	Tocantins	3	04/02	- /04	- /05	09/06	39	400	500	582							300	300	70	0	(-) -
São Bernardo	Brazil	H		2	- /03	- /04	- /05	- /06	20	120
Xixi	China	F H I W	Daxi	85	- /03	- /04	- /05	- /06	71	243	231	244											(F)
Baise	China	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	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	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	H	Qingshui	276	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	H	Qingtonghe	26	- /03	- /05	12/06	- /07	62	201		710
Pleikrong	Vietnam	H	Po Ko	1048	11/05	02/05	12/06	- /07	65	495	326	450	V	(1)	0.80	(1)	0.80	(1)	300	300	80	210	(N)
Xinjiangshankou	China	H	Kaidu		- /97	- /04	- /06	- /08	71
Baisha	China	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	H	Yingtaoyuangou	94	03/03	- /05	- /06	06/07	84	202	240	340	V	(3')	0.70	(3')	0.70	(1)
Mosquitão	Brazil	H		19	- /04	- /05	- /06	- /07	32	236	57	76
Fundão	Brazil	H	Jordao	34	- /04	- /05	- /06	- /07	43	445	200	220							300	300	64	16	(N)
Xiaoxi	China	H	Longkouxi	168	- /04	- /05	- /06	- /07	47	268
Zhouba	China	F H	Mabianhe	204	- /04	- /05	- /06	- /07	73	163	229	405	V	(1)	0.70	(1)	0.78	(1)	300	300	110 66	73 66	(F)
Shaba [A]	China	H	Hongdu	99	- /04	- /05	- /06	- /07	87	148	67	90
Wuchuanshaba [A]	China	H	Wujlang	9940	- /04	- /05	- /06	- /07	87
Daxia	China	H I	Quan	20	- /04	- /05	- /06	- /07	88	160		205
Zaoshi	China	F H N W	Dieshui	1439	- /04	- /05	- /06	- /07	88	351	450	930	V 0.25	(3')	0.80	(3')	0.75	(1)	300	3000	53 83	99 102	(F)
Jupudu	China	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	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	H R	Yu	26	12/05	03/06	02/07	05/07	95	156	135	160	curve	(3')	curve	(3)		(3)
Pinalito	Dominican Republic	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	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	H	Harsit	3	07/05	10/06	04/07	09/08	38	144	87	101	0.10	(1)	0.80	(1)	0.80	(12)	300	300	100	100	(N)
Huizhou PSS - Upper dam	China	H	Xiaojinhe	30	10/04	12/05	05/07	- /11	56	168	84	93	V	(1)	0.75	(1)	0.70	(1)	300	300	64	125	(F)
Longtan (Stage 1)	China	F H N W	Hongshui	16210	07/01	10/04	06/07	12/09	192	832	4623	7400	V 0.25	(3')	0.70	(3')	0.68	(12)	300	300	99 86	121 109	(F)
Taishir	Mongolia	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	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	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	H	Songhuajian	10377	- /00	- /03	- /07	- /10	95	1068		2700
Hongkou	China	H W	Huotong	449	- /03	- /05	- /07	- /08	130	341	681	830
Shiti	China	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	H	Das Antas	127	- /05	- /06	- /07	02/08	48	350	240	322	V		1.30		1.30				60	15	(N)
Quatorze (XIV) de Julho	Brazil	H	Das Antas	55	- /05	- /06	- /07	10/08	37	281	75	212	V		1.30		1.30				75	15	(N)
Baxiang Nº3	China	H	Baxianghe	8	- /05	- /06	- /07	- /08	44	207	63	83
Tiecheng	China	H	Datong	1	- /05	- /06	- /07	- /08	44	143
Yumen	China	F H N	Luohe	28	- /05	- /06	- /07	- /08	62	244	133	234
Youshui	China	H	Youshui	152	- /05	- /06	- /07	- /08	63	194
Qilinguan [A]	China	H	Nanhe	14	- /05	- /06	- /07	- /08	77	140	45	55
Bailianya [A]	China	F H I W	Dongpi	480	- /05	- /06	- /07	04/09	105	422	485	600	V	(1)	0.335	(1)	0.335	(1)	300	3000	72 56	108 84	(F)
Cotiporã	Brazil	H	Carreiro		- /07	- /07	- /07	- /07	16	196	21	41
Plano Alto	Brazil	H		1	- /06	- /07	- /07	02/08	38	173	42	78	V		0.75		0.75				72	19	(N)
Jararaca	Brazil	H	das Antas	8	- /06	- /07	- /07	04/08	25	121	31	61									72	18	(N)
Nansha	China	H	Honghe	212	02/06	- /07	- /07	07/08	85
Linha Emilia	Brazil	H	Carreiro	12	- /06	- /07	- /07	- /08	30	205	35	54
Ilha	Brazil	H	Da Prata		- /06	- /07	- /07	- /08	41		46	76									80	20	(N)
Silin	China	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)
Weihou [A]	China	H	Tuoniangiang	133	03/05	- /06	04/08	- /09	82
Guangzhao	China	H	Beipan	3245	10/04	02/06	05/08	- /09	201	412	2420	280	V 0.25	(9)	0.75	(1)	0.75	(1)	300	300	61 71	91 87	(F)
Gelantan	China	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	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	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	F H R	Lancang	1139	- /04	- /05	- /08	- /09	108	705	848	3068	V	(3)	0.80	(3)		(1)	300		64 93	93 93	(S)
Se San 4	Vietnam	H	Poko	54	12/04	03/05	- /08	- /09	74	834	753	1300	V	(1)	0.80	(1)	0.80	(1)	300	300	80	160	(N)
Santa Laura	Brazil	H	Chapecozinho	19	- /06	- /06	- /08	- /08	27		24	42
Santa Rosa II	Brazil	H	Grande	7	- /06	- /06	- /08	- /08	31
Pengshui	China	H I	Changxi	1465	- /05	- /06	- /08	- /09	117	326	608	1330	V	(3')	0.70	(3')	0.70	(1)			64 81	96 121	(F)
Liujiadong	China	H	Gui	26	- /06	- /07	- /08	- /08	61	166		127
Maojiahe	China	H	Beipan	13	- /06	- /07	- /08	- /08	75	1166
Huanghuazhai [A]	China	H	Getu	1748	07/06	- /07	- /08	- /08	110	253	280	292									52	96	(F)
Cachoeirão	Brazil	H	Manhuaçu		- /07	- /07	- /08	- /08	23	90
São Simão	Brazil	H	Itapemirim	11	- /06	- /07	- /08	02/09	56	187	92	115
Angelina (formerly Portobello - Corredeira do Encano)	Brazil	H	Tijucas		- /07	- /07	- /08	03/09	45	178
Engenheiro Henrique Kotzian	Brazil	H	Ivaí	9	- /06	- /07	- /08	04/09	34	107	58	76
Pedra do Garrafão	Brazil	H	Itabapoana		- /07	- /07	- /08	05/09	15	110
Goiandira	Brazil	H	Verissimo	76	08/07	- /07	- /08	05/09	44	341			V		0.75		0.75
Binh Dien	Vietnam	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	H	Furong	98	- /06	- /07	- /08	- /09	82	166		154
Nongling	China	H	Long	233	- /06	- /07	- /08	- /09	91	280		486
Shankou	China	H	Takasi	121	04/06	- /07	- /08	- /09	50	496
Rodeio Bonito	Brazil	H	Irani	9	- /06	- /07	- /08	01/10	32	223		59	V		0.85		0.85
Engenheiro Ernesto Jorge Dreher	Brazil	H	Ivaí	4	- /07	- /08	- /08	04/09	23	220	29	35									68	17	(N)
Las Truchas	Mexico	H	La Lobor o Las Truchas		- /07	- /08	- /08	- /09	35	230	24								300	300
Yunlonghe Nº3 [A]	China	H	Yunlong	44	03/06	04/07	04/09	- /11	139	119	182	207	curve	(3')	curve	(3')		(3')
Capillucas	Peru	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	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	H	Wuni	35	06/07	04/08	06/09	- /12	119	152	200	205
Vaca	Belize	H	Marcal	12	02/07	02/08	10/09	12/11	70	225	200	220	0.20	(1)	0.75	(3')*	0.75	(12)	300	3000	94	31	(F)
Salto-RS	Brazil	H			- /07	- /07	- /09	- /09	42
Wudu	China	F H I W	Fu	572	10/04	- /07	- /09	- /10	120	631	1151	1580	V	(3')	0.75	(3')	0.80	(3')					(F)
São Pedro	Brazil	H	Jacu Braço Norte	2	- /06	- /07	- /09	- /10	30	140	22	35
Sông Côn 2	Vietnam	H	Song Con	30	- /06	- /07	- /09	- /10	58	260
Tianhuaban [A]	China	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
Criúva	Brazil	H	Lajeado Grange	7	- /08	- /08	- /09	12/09	25	246	80	95									72	18	(N)
Chonghu’er	China	H	Buerjin	80	10/06	- /08	- /09	- /09	71	545		480
Areia Branca	Brazil	H	Manhuaçu		- /08	- /08	- /09	- /09	28	257
Palanquinho	Brazil	H	Lajeado Grande	6	- /07	- /08	- /09	01/10	32	137	89	103									72	18	(N)
Barra do Coqueiros	Brazil	H W	Claro	1	08/07	- /08	- /09	07/10	60	1670	172	282
Serra do Facão	Brazil	H	Sao Marcos	5199	02/07	- /08	- /09	10/10	92	326	610	742							300	300	72	18	(N)
Maduhe [A]	China	H	Siyang	33	- /06	- /08	- /09	- /10	100	185
São José	Brazil	H	Carreiro		- /07	- /08	- /09	- /10	30
Passo do Meio	Brazil	H	das Antas	27	- /07	- /08	- /09	- /10	31	110
Caçu	Brazil	H	Claro		- /07	- /08	- /09	- /10	40
Yangjiayuan [A]	China	H W	Tongzhi	78	- /07	- /08	- /09	- /10	68	153
Santa Clara Almorés-MG	Brazil	H	Mucuri	151	- /07	- /08	- /09	- /10	72	242	520	600							300	300		0
Geliqiao	China	H	Qingshui	77	01/07	04/08	- /09	- /10	124	104		500
Arvoredo	Brazil	H	Irani	12	- /08	- /09	- /09	04/10	39	250	53	81	V		0.75		0.75				80	20	(N)
Feke II	Turkey	H	Göksu	63	12/07	12/08	02/10	08/10	70	256	194	227	0.07	(6)	0.80	(3')*	separate		300	300	60 60	60 50	(F)
Adnan Mendres (formerly Çine)	Turkey	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)
Pirris	Costa Rica	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	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	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	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	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)
Dong Nai 3	Vietnam	F H	Dong Nai	1690	12/04	05/08	12/10	10/11	108	594	1138	1235	V	(1)	0.75	(1)*	0.75	(1)	300	300	75	0	(-) -
Nuoc Trong	Vietnam	H I	Tra Kluc	290	10/07	07/09	12/10	05/11	69	518	446	600	V	(3')					300	300	125 80	218 230	(N)
Jin’anqiao	China	H N R	Jinsha	913	12/03	05/07	- /10	- /11	160	640	2400	4430	V	(3)	0.75	(3)	0.75	(1)			72 96	108 117	(F)
Rondon II	Brazil	H		478	- /07	- /08	- /10	- /11	19
Imboulou	Republic of Congo	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	F H	Nanhe	499	- /07	05/08	- /10	- /11	133	285		390		(1)		(1)		(1)
Figueirópolis	Brazil	H	Jauru	35	- /08	- /09	- /10	12/10	16	170			V		0.43		0.75
Pipoca	Brazil	H	Santo Antonio	8	- /08	- /09	- /10	- /11	26
Ibirama	Brazil	H		1	- /09	- /09	- /10	- /10	15	145
Ninho da Águia	Brazil	H	Santo Antônio	1	- /09	- /09	- /10	- /10	15	94		14	V		0.75		0.75
Caju	Brazil	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	H	Xima	3	04/06	- /09	- /10	- /11	72	160	107	115	curve	(3')	curve	(3')		(3)
Luoboba [A]	China	F H R	Lengshui	87	- /07	- /09	- /10	- /11	114	192	21	21											(F)
Lavrinha	Brazil	H	Paraiba do Sul		12/07	- /09	- /10	- /11	28		85
São Gonçalo (formerly Santa Bárbara)	Brazil	H	Santa Bárbara	6	- /08	- /09	- /10	- /11	28	154	14	26	V		0.75		0.75				68	17	(N)
Lechangxia	China	H I N	Bei	374	- /08	- /09	- /10	- /11	85	256
Corrente Grande	Brazil	H	Corrente Grande	12	- /10	- /10	- /10	- /10	20	110			V		0.75		0.75
Marco Balbo	Brazil	H			- /10	- /10	- /10	- /10	30		42	73
Gomal Zam [A-G]	Pakistan	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	H	Changuinola	347	04/07	12/09	04/11	10/11	105	595	884	910	V	(3')	0.50 0.70	(3')* (3')*	0.50	(12)	300	300	70 65	145 150	(F)
Gov. Jayme Canet Junior (formerly Antiga Mauá)	Brazil	H	Tibagi	2	- /09	01/10	05/11	- /12	85	745	633	753	V	(2)	0.80	(10)			300	2400	60	15	(N)
Dong Nai 4	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	H	Çoruh	21	05/09	02/11	06/11	02/12	72	97	160	175	V	(1)	0.50 0.70	(1) (1)	0.70	(12)	300	300	70	70	(F)
Dak Mi 4	Vietnam	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	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	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	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	H	Nam Gnouang	2450	10/08	03/10	12/11	- /12	65	480	383		V	(1)	0.80	(1)	1.00	(12)	300	300	90	100	(F)
Shiyazi	China	H	Hongjiadu	321	- /07	04/08	12/11	12/11	135
Gongguoqiao	China	H	Lancang	316	- /08	- /09	- /11	03/12	105	356		1067
Boa Sorte	Brazil	H	Tijucas	18	- /07	- /09	- /11	- /12	26
Huhehaote (Hohhot) PSS - Upstream lower dam	China	H	Halasxinegou	7	- /07	- /09	- /11	- /12	69	242	185	330
Kamchay	Cambodia	H	Kamchay	718	- /07	- /09	- /11	- /12	112	568	1100		V 0.30		0.75
Qinglong [A]	China	H	Maweigou	29	12/08	- /09	- /11	- /12	140	116		212
A Luoi	Vietnam	H	A Sap		06/07	04/09	- /11	- /12	50	208	138
Sefaköy	Turkey	H	Aras	21	- /08	- /10	- /11	10/11	55	148	120			(1)		(1)
Anta (with Simplicio)	Brazil	H	Paraiba do Sul	114	- /09	- /10	- /11	12/11	30	270	44	55
Moínho	Brazil	H	Bernado Jose	1	- /09	- /10	- /11	- /11	22		9	25									68	17	(N)
Nabi	China	H	Xiyang	57	- /09	- /10	- /11	- /11	69	247		289
Lianhuatai	China	H	Dan	95	02/09	- /10	- /11	- /11	70	221		221
Autódromo	Brazil	H	Carreiro	4	- /10	- /10	- /11	- /11	23	200	21	47									67	17	(N)
Boa Fé	Brazil	H	Carrero		- /10	- /10	- /11	- /11	26	198	32	58
Silopi	Turkey	H W	Hezil	29	08/08	- /10	- /11	02/12	89	356	718	752	0.10	(7)	0.70	(3')*	0.70	(1)	300	300	81	39	(-) -
Santo Antonio	Brazil	H	Rio Grande	17	- /09	- /10	- /11	02/12	44	285	81	105
Dr Victor Baptista Adami (formerly Passos Maia)	Brazil	H	Chapecó	14	- /09	- /10	- /11	09/12	34		66										72	18	(N)
Linxihe [A]	China	H	Loushui	52	- /08	- /10	- /11	- /12	74	146
Madushan	China	H N W	Honghe	552	- /08	- /09	- /11	- /12	108	353		987
A’hai	China	H I	Jinsha	885	- /08	- /10	- /11	- /12	138	482		2707
São Sebastião do Alto	Brazil	H	Rio Grande	44	- /09	- /10	- /11	- /12	40	200	51	75
Balkusan	Turkey	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	H	Longchuan	53	- /09	- /10	- /11	- /12	76	239
Wanjiakouzi [A]	China	H	Gexiang	279	- /09	- /10	- /11	- /12	168	413	760	1020									66	100	(F)
Rizzanese	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	H	Göksu	98	07/09	12/10	04/12	- /13	109	413	975	1050	V 0.60	(1) (1)	0.80	(1)	0.80	(12)	300	300	85	45	(F)
Dong Nai 2	Vietnam	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	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	H	Göksu	18	02/10	07/10	05/12	07/12	69	118	96	122	0.067	(1)	0.80	(1)	0.80	(11)	300	300	55	55	(F)
Ban Chat	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	H I	Emet	6	05/10	03/11	09/12	01/13	39	313	180	210	0.10	(2)	0.75	(1)	0.80	(12)	300	300	80	40	(F)
Akköy II (Aladereçam)	Turkey	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	H	Nam Ting	314	10/08	11/11	12/12	12/12	101	235	298	421
Dak Drinh	Vietnam	H	Dak Drinh	249	01/09	09/11	12/12	12/13	100	466	788			(3')		(3')*		(12)	300	300	80	115	(N)
Longkaikou	China	F H N R W	Jinsha	558	08/07	09/08	- /12	- /13	119	768	2840	3853	V	(3)	0.75	(3)			300	3000	96 60	96 90	(F)
Shankouyan [A]	China	H	Yuanhe	105	11/07	- /09	- /12	- /13	99	268		272
Ouro	Brazil	H			- /10	- /10	- /12	- /12	16
Grand Poubara	Gabon	H	Ogooué		11/08	- /10	- /12	08/13	37	300											105 96	70 64	(F)
Shatuo	China	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
Guandi	China	H	Yalong	760	- /09	- /10	- /12	- /13	168	516	2970	3020	V 0.30				0.70				72	88	(F)
Tongzilin	China	H	Yalongjiang	1	- /08	- /10	- /12	- /14	71
Nankangheerji [A]	China	H	Nankang	31	- /10	- /11	- /12	- /12	68	179
Água Limpa	Brazil	H	Palmeiras	10	- /11	- /11	- /12	- /12	38	65	42
Garibaldi	Brazil	H	Cerro Negro	296	- /10	- /11	- /12	09/13	42	517	264	382
Çetintepe	Turkey	H	Robozik	44	09/08	- /11	- /12	- /13	39	173	60	64	0.10	(1)	0.80	(1)*	0.80	(12)	300	1200	77	63	(N)
Tuokou	China	H	Yuan	1384	- /09	- /11	- /12	- /13	82	649
Ivan Botelho I (fomerly Ponte)	Brazil	H	Pomba	17	- /10	- /11	- /12	- /13	32
Huong Dien	Vietnam	H	Bo	821	- /10	- /11	- /12	- /13	83		260	400									90	100	(N)
Pezzi	Brazil	H	das Antas	24	- /11	- /12	- /12	- /13	42		44	80									76	19	(N)
Serra dos Cavalinhos II	Brazil	H	das Antas	24	- /11	- /12	- /12	- /13	42	123	33	80									72	18	(N)
Murum	Malaysia	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)
Upper Paung Laung	Myanmar	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	F H W	E’erqisi	2419	- /07	- /10	- /13	- /14	122	1489	2520	2890			0.75		0.75		300	3000			(F)
Mamaya Nº1	China	H	Beipan	137	- /08	- /10	- /13	- /14	109	250		591
Luntan [A]	China	H	Yangcunshui	180	12/08	- /10	- /13	- /14	90	218
Rastro de Auto	Brazil	H	Forqueta		- /11	- /11	- /13	- /13	23	190
Lizhou [A]	China	H W	Muli	190	- /09	- /11	- /13	- /14	132	211
Shannipo [A]	China	H	Beipan	85	- /09	- /11	- /13	- /15	119	205	199	267	curve	(3')	curve	(3)	ogee	(3)
João Borges	Brazil	H	Caneiras		- /12	- /12	- /13	11/13	24	273
Shaqian	China	F H	Furong	57	10/11	- /12	- /13	- /13	59
Barra do Rio Chapéu	Brazil	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	H	Russei Chrum	62	- /11	- /12	- /13	- /14	59	325	170
Fuzikou	China	F H	Lijiang	188	11/11	- /12	- /13	- /14	77	239		304
Huhehaote (Hohhot) PSS - Downstream lower dam	China	H	Halasxinegou	7	- /12	- /12	- /13	- /14	58	308	205	717
Bajo Frío	Panama	H	Chiriqui Viejo		- /12	- /13	- /13	- /14	56	406	87	272
Aslandag	Turkey	H I W	Bembo	11	09/08	11/11	02/14	11/14	69	210	162	202	0.10	(1)	0.80	(1)*	0.80	(12)	300	1200	100	80	(N)
Song Bung 4	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)
Guanyinyan	China	F H N R	Jinsha	2263	- /08	09/11	05/14	- /16	159	1250	6473	9364	V 0.10	(3')	0.75	(3')	0.75	(1)	300		53	99	(F)
Tsugaru	Japan	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	H	Bonyic	1	- /11	- /13	08/14	- /15	37	165		88
Ludila	China	H	Jingsha	1718	01/07	- /11	- /14	- /15	140	622		1920	V 0.20		0.75
Yalnızardıç	Turkey	H	Göksu	109	- /09	- /11	- /14	- /15	113	300	490
Rondinha	Brazil	H			- /12	- /12	- /14	- /14	20
Kayabeyi	Turkey	H I	Kura	148	01/10	- /12	- /14	02/15	159	230	637	780								300
Longtanzui [A]	China	H	Hanshuinanhe	10	- /10	- /12	- /14	- /15	98			205
Manduriacu	Ecuador	H	Mauduriacu	10	12/11	- /13	- /14	03/15	61	245	114		0.25		0.75		0.75						(N)
Oguzlar	Turkey	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	H	Robozik	13	09/08	- /13	- /14	- /15	66	165	131	138	0.10	(1)	0.80	(3')	0.80	(12)	300	1200	77	63	(N)
Lijiahe [A]	China	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	F H I R W	Hailanhe		- /12	- /13	- /14	- /15	41	271			V	(1)	0.73	(10)	conduit		300	2000	80	100	(F)
Karakuz	Turkey	H	Kökün	5	- /12	- /13	- /14	- /15	45	162	400
Adigüzel II	Turkey	H	Büyük Menderes	15	- /12	- /13	- /14	- /15	61	145	150
Ayvali	Turkey	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)
Kotanli II [A-G]	Turkey	H	Kura	20	10/12	05/14	04/15	11/15	70	250	248	252	0.15	(3)	0.70	(3')	0.70	(12)	300	300	85	130	(N)
Lai Chau	Vietnam	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	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	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	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	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	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)
Tuoba	China	H	Langcang	1215	- /10	- /12	- /15	- /16	158	508		3600
Burç	Turkey	H	Göksu	63	01/07	01/12	- /15	- /17	70	235	232	260	0.07	(8)	0.80	(1)	separate		300	300	60	50 to 60	(F)
Teles Pires	Brazil	H	Teles Pires	1	07/11	- /13	- /15	09/16	67	360	500	1020
Nam Ou 5	Laos	H	Nam Ou		- /11	- /13	- /15	- /16	74	445
Kasimlar	Turkey	H	Ayvalı	43	- /12	- /13	- /15	- /16	90	235	330
Guoduo	China	H	Zaqu	83	- /12	- /13	- /15	- /16	93	236		550
Lom Pangar	Cameroon	F H	Lom	6000	- /12	- /14	- /15	- /16	46
Bogovina	Serbia	F H I W	Cmi Timok	48	- /12	- /14	- /15	- /16	54	396	175	305
San Bartolo	Panama	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	H	Jubinha	480	- /15	- /15	- /15	- /15	21	1540
Juba IV	Brazil	H	Juba	7	- /15	- /15	- /15	- /15	26	570
Neelum-Jhelum	Pakistan	H	Neelum	8	- /08	- /14	08/16	11/17	47	125		156									154	51
Trung Son	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) Kalekö	Turkey	H	Murat	784	06/12	06/14	09/16	04/18	150	516	2224	2414	0.25	(7)	0.80	(1)			300	300	90	40	(M)
Kargi	Turkey	H	Sakarya	50	- /11	- /15	12/16	06/17	95	270	535
Uludere	Turkey	H	Ortasu	17	- /08	- /12	- /16	- /18	77	431	800	887	0.10	(1)	0.80	(1)			300	300	95	45	(N)
Dong Nai 5	Vietnam	H	Dong Nai		- /10	- /12	- /16	- /18	72	471
Kirazlı Köprü	Turkey	H I	Gökırmak	66	- /99	- /13	- /16	- /17	73	280	330		0.10	(1)	0.90	(1)			300		75	50	(F)
Beyyurdu	Turkey	H	Bembo	8	09/08	- /13	- /16	- /17	78	176	186	209	0.10	(1)	0.80	(1)	0.80	(12)	300	1200	100	80	(N)
Xiaorongjiang	China	H	Xiaorong	163	- /10	- /13	- /16	- /17	90	255
Belo Monte	Brazil	H	Xingu	5	- /11	- /13	- /16	- /20	74	680	63	2208	V		1.20		separate
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
Chucas	Costa Rica	H	Tárcoles	450	- /11	- /14	- /16	- /17	48	130	180	200	0.20		0.75		0.75		300	2500	95	96	(N)
Zongo II	DR Congo	H			05/12	- /15	- /16	- /17	20
Guanchang	China	H I W	w	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
Köroglu Kotanli 1 [A-G]	Turkey	H	Kura	73	03/15	06/15	02/17	04/17	100	404	640	680	V	(3')	0.60	(3')*	0.60	(12)	300	300	85	130	(N)
Patuca 3	Honduras	H	Patuca	208	- /12	- /16	02/17	- /19	54	160	120	160	0.20	(1)	0.75	(1)	0.75	(12)	300	3000	107	57	(N)
Laúca	Angola	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	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	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	H	Jubones	14	- /12	- /14	- /17	08/18	78	209									300	300
Wunonglong	China	H	Lancang (Mekong)	284272	06/10	- /15	- /17	- /18	138	247
Kagong	China	H	Lancang	81	- /13	- /15	- /17	- /19	97	237
Sinop	Brazil	H	Teles Pires		- /14	- /15	- /17	- /19	17
Incir	Turkey	H	Buyuk Cay		- /13	- /16	- /17	- /18	150
Ximihe	China	H I W	Ximihe	17	- /14	- /16	- /17	- /18	88	147
Piedra Puntuda	Nicaragua	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	H I R	Lancang (Mekong)	1613	01/10	04/15	04/18	06/19	203	464	2753	3670		(3')		(3')		(12)	300	300	82 67	100 100	(F)
Nam Ngiep I	Laos	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	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)
Xayaburi (Left bank closure section)	Laos	H	Mekong		03/12	01/18	12/18	10/19	40	109	82	85	V	(1)		(16)			300	300	60	100	(F)
Dahuaqiao	China	H	Lancang (Mekong)	293	- /10	- /13	- /18	- /19	107	232		112
Puhulpola (part of Uma Oya Project)	Sri Lanka	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
São Roque	Brazil	H	Canoas		- /12	- /14	- /18	- /19	68	151	100	583	V		0.75		0.75
Balli	Turkey	H	Ortasu	6	- /08	- /14	- /18	- /20	51	188	144		0.10	(1)	0.80	(1)	0.70	(3')	300	300	95	45	(N)
Datengxia	China	H	Qianjiang	3479	- /14	- /16	- /18	07/20	80
Zhuangli	China	F H I W	Shizhe	133	- /15	- /17	- /18	- /19	44	49
Narli	Turkey	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	H	Paraiba do Sul	1700	01/16	- /17	- /18	- /19	50
Melen	Turkey	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	F H I N W	Agatsuma	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)
Saddle Dam D (Xe-Pian Xe-Namnoy)	Laos	H	Xepian	1043	10/18	04/19	10/19	- /19	56	430	170	200	V				none		300	300			(F)
Shah wa Arüs	Afghanistan	F H I W	Shakardar	10	- /12	- /13	- /19	04/21	78	303	270	337	V 0.20	(1)	0.80	(1)	0.80	(1)	300	300	105	45	(N)
Pingzhai	China	H I W	Sanchahe	1089	- /13	- /15	- /19	- /21	163
Capulin-San Pablo	Costa Rica	H	Tárcoles		- /15	- /16	- /19	- /20	49
Mangshan	China	F H I W	Changlehe	133	- /15	- /17	- /19	- /20	101	355
Kafue Gorge Lower (KGL)	Zambia	H	Kafue	83	01/16	06/18	04/20	- /20	131	375	1290	1390	0.20	(3')	0.75	(3')	0.75	(12)	300	300	60	112	(F)
Zungeru	Nigeria	F H	Kaduna	11400	09/13	01/18	08/20	10/21	101	1090	1920	2400	V	(3')	0.75	(3')*	0.75	(12)	300	300	59 69 94	76 69 76	(F)
Arenal I-II [A-G]	Honduras	H	Yaguala	72	01/18	04/19	11/20	01/21	93	273	249	305	0.04	(3')	0.40 0.67	(3') (3')	0.40	(13)
Asagi (Lower) Kaleköy	Turkey	H	Murat	556	03/13	- /15	- /20	04/21	125	346	1192	1342	0.25	(7)	0.80	(3)	separate		300	300	90	40	(M)
Hirase	Japan	F H W	Nishiki	30	- /10	- /16	- /20	- /22	73	300		340
Huokou	China	H W	Aojiang	297	- /15	- /18	- /20	- /21	91	420	300	663	0.10		0.76		0.76						(F)
Tan My	Vietnam	H I W	Cai	219	- /16	- /18	- /20	- /21	67			1130
Souapiti	Guinea	H	Konkouré	6300	- /16	- /18	- /20	- /21	116	1200		3
Xiakoutang [A]	China	H	Yu		- /17	- /18	- /20	- /21	70
Las Cruces	Mexico	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
Gürsöğüt 1	Turkey	H	Sakarya	77	- /19	- /19	- /20	- /20	67	135	207
Center Hill Auxiliary Backup Dam	USA	F H R W	Caney Fork	940	- /17	- /19	- /20	- /21	40	293	99	122	V	(1)	V 0.83	(1)*	0.83	(1)*	300	300	93	93	(F)
Salto Y-Y	Nicaragua	H	Bambana		- /18	- /19	- /20	- /21	20				0.70 1.00	(5) (5)	0.70 1.00	(1)* (1)*	0.70	(1)*
Gürsöğüt 2	Turkey	H	Sakarya	10	- /19	- /19	- /20	- /21	56	275	262
Nam Kong 3	Laos	H	Nam Kong	471	11/17	03/19	02/21	11/21	65	500	347	400	V	(3')	0.75	(3')*	0.75	(12)	300	3000	75	113	(F)
Dagu	China	H	Yaluzangbu	55	- /16	- /18	- /20	- /21	117	385	937	1442									93 60	93 100
Busanga [A]	D.R. Congo	H	Lualaba		11/17	- /19	07/21	11/21	142		620	770
Hatta Upper Saddle	UAE	H			12/19	03/21	09/21	- /24	38	184	41	45		(7)		(7)		(7)*	300	300	65	120	(F)
Site C	Canada	H	Peace		- /16	07/17	10/21	- /24	71	800	1740		V		0.80		0.80		300	300	60 60	90 120	(F)
Yangjiang PSP - Upper dam	China	H	Moyang	18	01/17	- /19	11/21	06/22	101	477		652							300	6000
Uchigatani	Japan	F H	Uchigatani	12	- /14	- /18	- /21	- /23	84	270		328
Yanagawa	Japan	F H W	Yana	19	- /15	- /18	- /21	- /23	77	243		233
Song Giang 1 (formerly La Trong)	Vietnam	H I	Song Gianh		- /16	- /19	- /21	- /22	76
Niulu	China	H	Niulushi	66	- /18	- /20	- /21	- /22	80	391
Nam Theun 1	Laos	H	Nam Kading, aka Nam Theun	3009	08/15	01/19	01/22	07/22	187	772	4141	4341							300	3000	100 120	80 130	(F)
Shafaroud	Iran	H I W	Shafaroud	53	03/12	03/20	07/22	11/22	101	372	950	1180	0.10 0.50	(3')	0.80	(3')*	0.80	(12)	300	300
Hatta Upper	UAE	H			12/19	11/21	08/22	- /24	70	222	170	180		(7)		(7)	none		300	300	65	120	(F)
Sidi Abbou	Morocco	F H I W	Leben	198	01/20	10/20	10/22	10/24	71	111	200
Julius Nyerere (formerly Rufiji)	Tanzania	H	Rufiji	3680	12/18	10/20	- /22	12/23	131	1025	1420	1940	0.20	(3')	0.75	(3')	0.75	(12)			93	62	(F)
Grand Ethiopian Renaissance Dam Project (GERDP)	Ethiopia	H	Blue Nile	74000	12/10	05/13	- /22	- /24	160	1790	10100	10500	0.22	(3')	1.00	(3')*	1.00	(3')*	400	400	67 to 105	23 to 35	(N)
Chame Shir [A-G]	Iran	F H I W	Zohreh	2300	- /11	- /16	- /22	- /23	151	680	1100	1200	V		0.70				300	300	160	0	(-) -
Biratori	Japan	F H I N W	Nukabira	46	- /13	- /17	- /22	- /24	57	600		180	V	(1)	0.78	(1)	0.78	(1)
Kapiçay	Turkey	H I	Basgöz	5	- /14	- /18	- /22	- /24	50	136	126		V	(1)	0.80	(1)			300		84	56
Tingzikou	China	F H I N W	Jialing	4067	11/09	- /19	- /22	- /25	116	995
Nam Mo	Vietnam	H	Nam Mo	272	- /18	- /20	- /22	- /23	96	407
Ivirizu	Bolivia	H	Ivirizu		- /18	- /20	- /22	- /23	105
Tuxikou [A]	China	F H	Qianche	160	- /18	- /20	- /22	- /23	132
Kızlaryolu	Turkey	H I	Devrez	115	- /17	- /20	- /22	- /23	92	261	447
El-Janneh [A-G]	Lebanon	H I W	Ibrahim (Abraham)	38	- /15	02/20	- /22	- /22	160	350	1450								300	300
Singrobo-Ahouaty	Ivory Coast	H	Bandama	105	10/19	- /21	- /22	03/23	24
El Tablón	Honduras	H	Chamelecón		- /19	- /21	- /22	- /23	61
Jalaur	Philippines	F H I W	Jalaur		- /19	- /21	- /22	- /23	109
Manavgat Çardak	Turkey	H I	Sağırın Çayı	8	- /17	- /21	- /22	- /24	44	185	64
Nam Sam 3	Laos	H	Nam Xam	435	10/19	07/21	04/23	06/23	122	321	907	987	V	(3')		(3')*					60	140	(F)
El Tornillito	Honduras	H	Ulua	242	- /17	- /21	05/23	10/24	83	440
Cisokan PSS (Lower dam)	Indonesia	H	Cisokan	10	- /20	05/22	06/23	08/24	75	294	529	566							300	300	40	60
Noapha	Myanmar	H	Thanlwin		- /17	- /19	- /23	- /25	85
Middle Yeywa	Myanmar	H	Myitnge	453	17/00	- /19	- /23	- /25	160	244	1700
Caculo-Cabaça	Angola	H	Kwanza	436	08/17	- /20	- /23	03/24	103	553	1075	1450	V		0.85		0.85		300	2400	100	0
Kohala	Pakistan	H	Jhelum	49	- /16	- /20	- /23	- /24	69	270
Koysha (Gibe IV)	Ethiopia	H	Omo	14700	09/13	06/20	- /23	- /24	168	1000	7400	7400	0.10 0.35	(3')	0.70	(3')*	separate		400	400	57 to 99	23 to 41	(N)
Nam Ngum 4	Laos	H	Nam Ngum		02/18	- /21	- /23	- /24	74	252
El Carmen	Nicaragua	H	Grande de Matagalpa		- /19	- /21	- /23	- /24	75				0.70 1.00	(5) (5)	0.70 1.00	(1)* (1)*	0.70	(1)*
Priest Rapids Right Embankment	USA	H	Columbia		11/19	- /21	- /23	- /23	17	564	46		V	(3')	V 0.75	(3') (17)	none		300	300			(F)
Maiwan	China	H I	Nandu	615	04/20	03/22	05/24	- /25	79	377
My Ly	Vietnam	H	Cai	392	- /19	- /20	- /24	- /25	118	271
Koukoutamba	Guinea	H	Bafing		07/17	- /22	- /24	- /25	86				V		0.70 0.80		0.72
Sambangalou	Senegal	H	Gambia		07/17	- /22	- /24	- /25	90
Kala	China	H	Yalong	234	- /20	- /22	- /24	- /26	128			2560
Upper Yeywa (Kyaukme)	Myanmar	H	Myitnge	341	- /15	11/22	10/25	06/26	102	266	532	580	V	(3')	0.80	(3')*	0.80	(12)	300	300
Porvenir II [A-G]	Colombia	H	North Samaná		- /18	- /22	- /26	- /27	140	548			V	(3')	0.50	(3')*			300	300

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

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

Buchtarma

Full Dam Information

Details

Country: Kazakhstan

Owner: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Nanpan

Reservoir capacity: 29 m³x10⁶

Construction Dates

Start of Project: 01/84

Start of RCC: 01/84

End of RCC: 06/90

End of Project: 12/92

Specifications

Height: 61 metres

Length: 471 metres

Volume of RCC: 143 m³x10³

Total volume: 284 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	RCC against precast concrete blocks
0.40

Spillway

Slope	Type
ogee	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
79

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

Riou

Full Dam Information

Details

Country: France

Owner: -

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: -

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: -

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: -

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: -

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: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Hongshui

Reservoir capacity: 34 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: -

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: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Min

Reservoir capacity: 2613 m³x10⁶

Construction Dates

Start of Project: 03/87

Start of RCC: 03/87

End of RCC: 05/92

End of Project: 05/95

Specifications

Height: 101 metres

Length: 791 metres

Volume of RCC: 600 m³x10³

Total volume: 1710 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.73	Traditional concrete against formwork

Spillway

Slope	Type
ogee	Traditional concrete against formwork

Placement

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

Cementitious material

Cement (kg/m³)
60
70

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

Wan’an

Full Dam Information

Details

Country: China

Owner: -

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: -

Type: Gravity

Purpose(s): Hydropower

River: Liuxihe

Reservoir capacity: 30 m³x10⁶

Construction Dates

Start of Project: 12/94

Start of RCC: 12/94

End of RCC: 12/92

End of Project: 10/00

Specifications

Height: 61 metres

Length: 153 metres

Volume of RCC: 32 m³x10³

Total volume: 57 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.70	RCC against formwork [stepped face]

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
62

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

Guangzhou PSS- Lower dam on Google Earth

Petit Saut

Full Dam Information

Details

Country: French Guyana

Owner: -

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: -

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: -

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: -

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: -

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: -

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: -

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: 55 metres

Length: 827 metres

Volume of RCC: 485 m³x10³

Total volume: 860 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against precast concrete blocks
	RCC against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
55

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

Suoshai

Full Dam Information

Details

Country: China

Owner: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

Type: Gravity

Purpose(s): Hydropower

River: Juba

Reservoir capacity: -

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/95

End of Project: -/96

Specifications

Height: 21 metres

Length: 238 metres

Volume of RCC: 105 m³x10³

Total volume: 113 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
60

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

Jordão

Full Dam Information

Details

Country: Brazil

Owner: -

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: -

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: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Navigation

River: Hongshuihe

Reservoir capacity: 340 m³x10⁶

Construction Dates

Start of Project: 02/93

Start of RCC: 02/93

End of RCC: 04/96

End of Project: 08/97

Specifications

Height: 34 metres

Length: 710 metres

Volume of RCC: 62 m³x10³

Total volume: 80 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73
99

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

Hiyoshi

Full Dam Information

Details

Country: Japan

Owner: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

Type: Gravity

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

River: Qinglonghe

Reservoir capacity: 859 m³x10⁶

Construction Dates

Start of Project: 11/92

Start of RCC: 11/92

End of RCC: 12/97

End of Project: -/98

Specifications

Height: 75 metres

Length: 500 metres

Volume of RCC: 585 m³x10³

Total volume: 1350 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.15

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
135
70

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

Rio do Peixe II

Full Dam Information

Details

Country: Brazil

Owner: -

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: -

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

Hayachine

Full Dam Information

Details

Country: Japan

Owner: -

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: -

Type: Gravity

Purpose(s): Hydropower

River: Iguaçu

Reservoir capacity: 4 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: -

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: -

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: -

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: -

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: -

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: -

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: -

Type: Gravity

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

River: Fenhe

Reservoir capacity: 130 m³x10⁶

Construction Dates

Start of Project: 11/96

Start of RCC: 11/96

End of RCC: 03/99

End of Project: 06/00

Specifications

Height: 87 metres

Length: 350 metres

Volume of RCC: 362 m³x10³

Total volume: 448 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.75	Traditional concrete against precast concrete panels

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
127
60

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

Jiangya

Full Dam Information

Details

Country: China

Owner: -

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: -

Type: Gravity

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

River: Hailanhe

Reservoir capacity: 21 m³x10⁶

Construction Dates

Start of Project: 09/97

Start of RCC: 09/97

End of RCC: 04/99

End of Project: 09/99

Specifications

Height: 29 metres

Length: 271 metres

Volume of RCC: 44 m³x10³

Total volume: 77 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.73	RCC against precast concrete blocks

Spillway

Slope	Type
conduit

Placement

Layers (mm)	Lifts (mm)
300	2000

Cementitious material

Cement (kg/m³)
80

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

Balambano

Full Dam Information

Details

Country: Indonesia

Owner: -

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: 94 metres

Length: 352 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: -

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: -

Type: Gravity

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

River: Dalinghe

Reservoir capacity: 1645 m³x10⁶

Construction Dates

Start of Project: 09/96

Start of RCC: 09/96

End of RCC: 09/99

End of Project: 12/00

Specifications

Height: 49 metres

Length: 513 metres

Volume of RCC: 111 m³x10³

Total volume: 603 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
72

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

Rosal

Full Dam Information

Details

Country: Brazil

Owner: -

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: -

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: -

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: -

Type: Gravity

Purpose(s): Hydropower

River: Nam Leuk

Reservoir capacity: 185 m³x10⁶

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/99

End of Project: -/00

Specifications

Height: 15 metres

Length: 60 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Kubusugawa

Full Dam Information

Details

Country: Japan

Owner: -

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: -

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: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Karkeh

Reservoir capacity: 40 m³x10⁶

Construction Dates

Start of Project: 02/98

Start of RCC: 02/98

End of RCC: 07/00

End of Project: -/01

Specifications

Height: 34 metres

Length: 350 metres

Volume of RCC: 130 m³x10³

Total volume: 270 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type
ogee	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
97

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

Porce II

Full Dam Information

Details

Country: Colombia

Owner: -

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: -

Type: Gravity

Purpose(s): Hydropower

River: Tocantins

Reservoir capacity: 45800 m³x10⁶

Construction Dates

Start of Project: 06/98

Start of RCC: 06/98

End of RCC: 09/00

End of Project: 10/05

Specifications

Height: 78 metres

Length: 1541 metres

Volume of RCC: 288 m³x10³

Total volume: 1383 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	RCC against formwork

Downstream

Slope	Type
	RCC against formwork [stepped face]

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

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

Dona Francisca

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Jacuí

Reservoir capacity: 63 m³x10⁶

Construction Dates

Start of Project: 08/98

Start of RCC: 08/98

End of RCC: 10/00

End of Project: 12/00

Specifications

Height: 63 metres

Length: 670 metres

Volume of RCC: 485 m³x10³

Total volume: 503 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
72

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

Dagangou

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Geermu

Reservoir capacity: 9780 m³x10⁶

Construction Dates

Start of Project: -/96

Start of RCC: -/96

End of RCC: -/00

End of Project: -/01

Specifications

Height: 40 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Shankou Nº3

Full Dam Information

Details

Country: China

Owner: -

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: -

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: -

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: -

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: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Lancang

Reservoir capacity: 890 m³x10⁶

Construction Dates

Start of Project: 10/97

Start of RCC: 10/97

End of RCC: 10/01

End of Project: 07/02

Specifications

Height: 115 metres

Length: 481 metres

Volume of RCC: 757 m³x10³

Total volume: 1287 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
94
67

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

Cana Brava

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Tocantins

Reservoir capacity: 2300 m³x10⁶

Construction Dates

Start of Project: 03/99

Start of RCC: 03/99

End of RCC: 10/01

End of Project: 10/02

Specifications

Height: 67 metres

Length: 510 metres

Volume of RCC: 527 m³x10³

Total volume: 833 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	RCC against formwork [stepped face]

Spillway

Slope	Type
ogee	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
40

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

Mianhuatan

Full Dam Information

Details

Country: China

Owner: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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: Itiquira

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: -

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: 49 metres

Length: 461 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.80

Spillway

Slope	Type
0.80

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Guaporé

Full Dam Information

Details

Country: Brazil

Owner: -

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: -

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: -

Type: Thin Arch

Purpose(s): Hydropower

River: Junxi

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/03

Specifications

Height: 69 metres

Length: 192 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Wanmipo

Full Dam Information

Details

Country: China

Owner: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

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)

Liubo

Full Dam Information

Details

Country: China

Owner: -

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: -

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: -

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: -

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: -

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: -

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: -

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: -

Type: Gravity

Purpose(s): Hydropower

River: Das Antas

Reservoir capacity: 23 m³x10⁶

Construction Dates

Start of Project: 04/02

Start of RCC: 04/02

End of RCC: -/04

End of Project: 12/04

Specifications

Height: 25 metres

Length: 180 metres

Volume of RCC: 35 m³x10³

Total volume: 66 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
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: 124 metres

Volume of RCC: -

Total volume: 29 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Nam Mang 3

Full Dam Information

Details

Country: Laos

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Nam Gnong

Reservoir capacity: 49 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/04

End of Project: 01/05

Specifications

Height: 28 metres

Length: 151 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Risoleta Neves (formerly Candonga)

Full Dam Information

Details

Country: Brazil

Owner: -

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: 248 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
40

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

Risoleta Neves (formerly Candonga) under construction

Yujiankou

Full Dam Information

Details

Country: China

Owner: -

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: -

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: 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

Santa Clara - Jordão-PR

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Jordåo

Reservoir capacity: 431 m³x10⁶

Construction Dates

Start of Project: 11/02

Start of RCC: 11/02

End of RCC: -/04

End of Project: 01/05

Specifications

Height: 67 metres

Length: 543 metres

Volume of RCC: 530 m³x10³

Total volume: 606 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	Traditional concrete against formwork

Spillway

Slope	Type
	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
40

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

Saluda dam remediation

Full Dam Information

Details

Country: USA

Owner: -

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: -

Type: Thin Arch

Purpose(s): Hydropower / Irrigation / Water Supply

River: Sidu

Reservoir capacity: 70 m³x10⁶

Construction Dates

Start of Project: 12/03

Start of RCC: 12/03

End of RCC: 05/05

End of Project: 10/05

Specifications

Height: 107 metres

Length: 206 metres

Volume of RCC: 166 m³x10³

Total volume: 255 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
84
126

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

Xihe

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Hanjiang

Reservoir capacity: 229 m³x10⁶

Construction Dates

Start of Project: 11/03

Start of RCC: 11/03

End of RCC: 05/05

End of Project: 06/07

Specifications

Height: 63 metres

Length: 346 metres

Volume of RCC: 194 m³x10³

Total volume: 631 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

Suofengying

Full Dam Information

Details

Country: China

Owner: -

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: 122 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: -

Type: Gravity

Purpose(s): Hydropower

River: Macal

Reservoir capacity: 120 m³x10⁶

Construction Dates

Start of Project: 07/03

Start of RCC: 07/03

End of RCC: 10/05

End of Project: 12/06

Specifications

Height: 68 metres

Length: 425 metres

Volume of RCC: 180 m³x10³

Total volume: 210 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against formwork

Downstream

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

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	3600

Cementitious material

Cement (kg/m³)
105

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

Barra Grande

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Pelotas

Reservoir capacity: 50000 m³x10⁶

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/05

End of Project: -/06

Specifications

Height: 85 metres

Length: 665 metres

Volume of RCC: 1 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Changzhou

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: 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: -

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: -

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: -

Type: Gravity

Purpose(s): Hydropower

River: Caitouhe

Reservoir capacity: 30 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/05

End of Project: -/11

Specifications

Height: 61 metres

Length: 420 metres

Volume of RCC: 235 m³x10³

Total volume: 242 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tangkeng

Full Dam Information

Details

Country: China

Owner: -

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: -

Type: Gravity

Purpose(s): Hydropower

River: Jaqueira

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/05

End of Project: -/05

Specifications

Height: 16 metres

Length: 207 metres

Volume of RCC: 15 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Peixe Angical

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Tocantins

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 04/02

Start of RCC: 04/02

End of RCC: -/05

End of Project: 09/06

Specifications

Height: 39 metres

Length: 400 metres

Volume of RCC: 500 m³x10³

Total volume: 582 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

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

São Bernardo

Full Dam Information

Details

Country: Brazil

Owner: -

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: -

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: -

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: -

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: -

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: -

Type: Thin Arch

Purpose(s): Hydropower

River: Qingshui

Reservoir capacity: 276 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: -

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: -

Type: Gravity

Purpose(s): Hydropower

River: Po Ko

Reservoir capacity: 1048 m³x10⁶

Construction Dates

Start of Project: 11/05

Start of RCC: 11/05

End of RCC: 12/06

End of Project: -/07

Specifications

Height: 65 metres

Length: 495 metres

Volume of RCC: 326 m³x10³

Total volume: 450 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

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: -

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: -

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

Mosquitão

Full Dam Information

Details

Country: Brazil

Owner: -

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: -

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: -

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: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Mabianhe

Reservoir capacity: 204 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 73 metres

Length: 163 metres

Volume of RCC: 229 m³x10³

Total volume: 405 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
110
66

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

Shaba

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Hongdu

Reservoir capacity: 99 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 87 metres

Length: 148 metres

Volume of RCC: 67 m³x10³

Total volume: 90 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Wuchuanshaba

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: 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: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Quan

Reservoir capacity: 20 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 88 metres

Length: 160 metres

Volume of RCC: -

Total volume: 205 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Zaoshi

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Dieshui

Reservoir capacity: 1439 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 88 metres

Length: 351 metres

Volume of RCC: 450 m³x10³

Total volume: 930 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
53
83

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

Jupudu

Full Dam Information

Details

Country: China

Owner: -

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: -

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: -

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: -

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: -

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: -

Type: Gravity

Purpose(s): Hydropower

River: Harsit

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 07/05

Start of RCC: 07/05

End of RCC: 04/07

End of Project: 09/08

Specifications

Height: 38 metres

Length: 144 metres

Volume of RCC: 87 m³x10³

Total volume: 101 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

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

Huizhou PSS - Upper dam

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Xiaojinhe

Reservoir capacity: 30 m³x10⁶

Construction Dates

Start of Project: 10/04

Start of RCC: 10/04

End of RCC: 05/07

End of Project: -/11

Specifications

Height: 56 metres

Length: 168 metres

Volume of RCC: 84 m³x10³

Total volume: 93 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

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

Longtan (Stage 1)

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Hongshui

Reservoir capacity: 16210 m³x10⁶

Construction Dates

Start of Project: 07/01

Start of RCC: 07/01

End of RCC: 06/07

End of Project: 12/09

Specifications

Height: 192 metres

Length: 832 metres

Volume of RCC: 4623 m³x10³

Total volume: 7400 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.68	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
99
86

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

Taishir

Full Dam Information

Details

Country: Mongolia

Owner: -

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: -

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: -

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: -

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: -

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Huotong

Reservoir capacity: 449 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/07

End of Project: -/08

Specifications

Height: 130 metres

Length: 341 metres

Volume of RCC: 681 m³x10³

Total volume: 830 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Shiti

Full Dam Information

Details

Country: China

Owner: -

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: -

Type: Gravity

Purpose(s): Hydropower

River: Das Antas

Reservoir capacity: 127 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: 02/08

Specifications

Height: 48 metres

Length: 350 metres

Volume of RCC: 240 m³x10³

Total volume: 322 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
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 (XIV) de Julho

Full Dam Information

Details

Country: Brazil

Owner: -

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: -

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: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Luohe

Reservoir capacity: 28 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 62 metres

Length: 244 metres

Volume of RCC: 133 m³x10³

Total volume: 234 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Youshui

Full Dam Information

Details

Country: China

Owner: -

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: -

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: -

Type: Thin Arch

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

River: Dongpi

Reservoir capacity: 480 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: 04/09

Specifications

Height: 105 metres

Length: 422 metres

Volume of RCC: 485 m³x10³

Total volume: 600 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.335	Traditional concrete against formwork

Spillway

Slope	Type
0.335	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
72
56

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

Cotiporã

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Carreiro

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: -

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 1 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: -

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: 121 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: -

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: -

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

Ilha

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Da Prata

Reservoir capacity: -

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/07

End of Project: -/08

Specifications

Height: 41 metres

Length: -

Volume of RCC: 46 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)
80

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

Silin

Full Dam Information

Details

Country: China

Owner: -

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

Weihou

Full Dam Information

Details

Country: China

Owner: -

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: -

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: 280 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: -

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: -

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: -

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: -

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: 108 metres

Length: 705 metres

Volume of RCC: 848 m³x10³

Total volume: 3068 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
0.80	RCC against formwork

Spillway

Slope	Type
	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
64
93

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

Se San 4

Full Dam Information

Details

Country: Vietnam

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Poko

Reservoir capacity: 54 m³x10⁶

Construction Dates

Start of Project: 12/04

Start of RCC: 12/04

End of RCC: -/08

End of Project: -/09

Specifications

Height: 74 metres

Length: 834 metres

Volume of RCC: 753 m³x10³

Total volume: 1300 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

Santa Laura

Full Dam Information

Details

Country: Brazil

Owner: -

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: -

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: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Changxi

Reservoir capacity: 1465 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/08

End of Project: -/09

Specifications

Height: 117 metres

Length: 326 metres

Volume of RCC: 608 m³x10³

Total volume: 1330 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
64
81

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

Liujiadong

Full Dam Information

Details

Country: China

Owner: -

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: -

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: 1166 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Huanghuazhai

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Getu

Reservoir capacity: 1748 m³x10⁶

Construction Dates

Start of Project: 07/06

Start of RCC: 07/06

End of RCC: -/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: -

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

São Simão

Full Dam Information

Details

Country: Brazil

Owner: -

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: -

Type: Gravity

Purpose(s): Hydropower

River: Tijucas

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: -

Type: Gravity

Purpose(s): Hydropower

River: Ivaí

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: 04/09

Specifications

Height: 34 metres

Length: 107 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: -

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: -

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: -

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: -

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: -

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: -

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

Engenheiro Ernesto Jorge Dreher

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Ivaí

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/08

End of Project: 04/09

Specifications

Height: 23 metres

Length: 220 metres

Volume of RCC: 29 m³x10³

Total volume: 35 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
68

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

Engenheiro Ernesto Jorge Dreher completed

Las Truchas

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: La Lobor o Las Truchas

Reservoir capacity: -

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/08

End of Project: -/09

Specifications

Height: 35 metres

Length: 230 metres

Volume of RCC: 24 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Yunlonghe Nº3

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Yunlong

Reservoir capacity: 44 m³x10⁶

Construction Dates

Start of Project: 03/06

Start of RCC: 03/06

End of RCC: 04/09

End of Project: -/11

Specifications

Height: 139 metres

Length: 119 metres

Volume of RCC: 182 m³x10³

Total volume: 207 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Capillucas

Full Dam Information

Details

Country: Peru

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Canete

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 01/07

Start of RCC: 01/07

End of RCC: 04/09

End of Project: 10/09

Specifications

Height: 34 metres

Length: 60 metres

Volume of RCC: 75 m³x10³

Total volume: 75 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65

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

Kasegawa

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Kase

Reservoir capacity: 71 m³x10⁶

Construction Dates

Start of Project: 02/05

Start of RCC: 02/05

End of RCC: 06/09

End of Project: 03/12

Specifications

Height: 99 metres

Length: 456 metres

Volume of RCC: 830 m³x10³

Total volume: 948 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	1000

Cementitious material

Cement (kg/m³)
84

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

Yunkou

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Wuni

Reservoir capacity: 35 m³x10⁶

Construction Dates

Start of Project: 06/07

Start of RCC: 06/07

End of RCC: 06/09

End of Project: -/12

Specifications

Height: 119 metres

Length: 152 metres

Volume of RCC: 200 m³x10³

Total volume: 205 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Vaca

Full Dam Information

Details

Country: Belize

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Marcal

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: 02/07

Start of RCC: 02/07

End of RCC: 10/09

End of Project: 12/11

Specifications

Height: 70 metres

Length: 225 metres

Volume of RCC: 200 m³x10³

Total volume: 220 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against formwork

Downstream

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

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
94

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

Salto-RS

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: -/09

End of Project: -/09

Specifications

Height: 42 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Wudu

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Fu

Reservoir capacity: 572 m³x10⁶

Construction Dates

Start of Project: 10/04

Start of RCC: 10/04

End of RCC: -/09

End of Project: -/10

Specifications

Height: 120 metres

Length: 631 metres

Volume of RCC: 1151 m³x10³

Total volume: 1580 m³x10³