Dam Search Results

There are 908 dams matching your search
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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 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)
Nangankou	China	I	Zaoshui	4	- /69	- /70	- /71	- /72	32	85
Langshan [A]	China		Dinggeniu	33	- /74	- /76	- /78	- /79	41	173		36
Shimajigawa	Japan	F I W	Shimaji	21	09/76	10/78	04/80	03/81	89	240	165	317	V 0.30	(1) (1)	0.80	(1)	0.80	(1)	150 to 200	500 700	84	36	(F)
Liangsanping [A]	China	H	Leishui	4	- /79	- /80	- /81	- /82	35	33	3	3
Willow Creek	USA	F R	Willow Creek	17	11/81	04/82	09/82	04/83	52	543	331	331	V	(7)	0.80	(17)	0.80	(17)	300	300	47	19	(F)
Copperfield	Australia	W	Copperfield	20	12/83	05/84	09/84	09/84	40	340	140	156	V	(3)	V 0.90	(3) (17)	0.80	(1)	300	300	80	30	(F)
Middle Fork	USA	F W	Middle Fork	1	05/84	07/84	09/84	11/84	38	125	42	43	V	(1)	0.80	(1)*	conduit		300	300	66	0	(-) -
Carroll E. Ecton - formerly Winchester	USA	W	Upper Howard Creek	2	06/84	08/84	11/84	01/85	23	363	24	27	V	(6)	V 1.00	(5) (17)	1.00	(1)	300	300	104	0	(-) -
Galesville	USA	F I R W	Cow Creek	52	07/84	05/85	08/85	10/85	50	290	161	171	V	(1)	0.80	(17)	0.80	(17)	300	300	53	51	(F)
Castilblanco de los Arroyos	Spain	W	Cala	1	07/84	05/85	10/85	12/85	25	124	14	20	V	(1)	V 0.75	(1) (1)	0.75	(1)	450	450	72 61	116 120	(F)
Kengkou	China	H W	Youxi	27	11/84	11/85	04/86	11/86	57	123	43	62	V	(9)	0.75	(10)	0.75	(13)	250 & 500	250 & 500	60 60	120 80	(F)
Craigbourne	Australia	I W	Coal	13	01/86	04/86	06/86	08/86	25	247	22	24	V	(7)	1.00	(17)	separate		300	300	70	60	(F)
Tamagawa	Japan	F H I W	Tama	254	08/80	09/83	07/86	12/90	100	441	772	1150	V 0.60	(1) (1)	0.81	(1)	0.81	(1)	150 - 200	750 1000	91	39	(F)
Grindstone Canyon	USA	W	Grindstone	2	09/85	05/86	07/86	10/86	42	432	88	96	V	(1)	0.75	(1)*	0.75	(1)	300	300	76	0	(-) -
Monksville	USA	W	Wanaque	27	05/85	03/86	08/86	11/86	48	670	219	232	V	(1)	V 0.78	(1) (17)	0.78	(1)*	300	300	64	0	(-) -
De Mist Kraal	South Africa	I W	Little Fish	4	09/84	05/86	08/86	10/87	30	300	35	65	V	(1)	0.60	(1)*	0.60	(1)*	250	250	58	58	(F)
Saco de Nova Olinda	Brazil	F I W	Gravata	97	07/85	07/86	10/86	06/87	56	230	132	143	V	(1)	0.80	(3)*	separate		400	400	55	15	(N)
Flag Boshielo - formerly Arabie	South Africa	I W	Olifants	104	09/85	03/86	11/86	07/87	36	455	101	142	V	(1)	0.50 0.75	(1)* (1)*	0.75	(1)	300	300	36	74	(S)
Zaaihoek	South Africa	W	Slang	190	05/85	11/85	03/87	09/88	47	527	97	134	V	(1)	V 0.62	(1)*	0.62	(1)*	250	250	36	84	(S)
La Manzanilla	Mexico	F	Ibarrilla	1	11/86	01/87	05/87	07/87	36	150	20	30	V 0.15	(5) (5)	V 0.80	(5) (17)	0.80	(12)	300	300	135	135	(F)
Lower Chase Creek	USA	F	Lower Chase Creek	1	03/87	05/87	06/87	07/87	27	122	14	22	V	(1)	0.70	(1)*	0.70	(1)*	300	300	64	40	(F)
Upper Stillwater	USA	I W	Rock Creek	37	12/83	09/85	08/87	12/87	91	815	1125	1281	V	(14)	0.32 0.60	(14) (14)	0.32 0.60	(14)* (14)*	300	300	79	173	(F)
Los Morales	Spain	W	Morales	2	06/86	02/87	10/87	12/87	28	200	22	26	V	(1) (3)	0.75	(3)*	0.75	(1)	300 - 400	300 - 400	80 74	140 128	(F)
Les Olivettes	France	F	La Peyne	4	08/86	12/86	10/87	03/88	36	255	80	85	V	(1)	0.75	(16)	0.75	(1)*	300	300		130	(R)
Elk Creek (as halted)	USA	F	Elk Creek	125	03/85	04/87	01/88	- /99	35	365	266	348	V	(1)	0.80	(14)	0.80	(12)	150	600	70	33	(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)
Ain al Koreima	Morocco	I	Akreuch	1	06/87	09/87	02/88	03/88	26	124	17	20	0.20	(5)*	0.20 0.75	(5) (17)	0.60	(1)*	350	350	70 140	30 60	(S)
Shiromizugawa	Japan	F I	Shiromizu	5	10/84	10/85	06/88	04/90	55	367	142	314	V	(1)	0.80	(1)	0.80	(1)	150 - 200	500	96	24	(F)
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	(-) -
Nunome	Japan	F W	Nunome	17	05/86	01/88	10/88	12/89	72	322	110	330	V 0.40	(1) (1)	0.76	(1)	0.76	(1)	250	750	78	42	(F)
Knellpoort [A-G]	South Africa	W	Rietspruit	137	04/88	05/88	11/88	09/89	50	200	45	59	V	(1)	0.60	(1)*	0.60	(1)*	250	250	61	142	(F)
Los Canchales	Spain	F W	Lácara	15	05/88	07/88	11/88	01/89	32	240	25	54	V	(3)	0.50 0.80	(3)* (3)*	0.50	(1)*	250	250	84 70	156 145	(F)
Gantangping	China	H	Yonghe	9	- /84	- /86	- /88	- /90	52	180		220											(F)
Yuxi [A]	China	W	Yuxi	1	- /85	- /87	- /88	- /89	38	102													(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	(-) -
S.W. Freese (formerly Stacy - spillway)	USA	W	Colorado	700	05/87	05/88	04/89	01/90	31	173	89	158	V	(13)	0.831	(17)	ogee	(12)	300	300	125	62	(C)
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	(-) -
Spitskop	South Africa	I	Harts	61	05/88	09/88	06/89	11/89	15	100	17	36	V	(1) (15)	0.70	(15)	0.70	(1)*	250	250	91	92	(F)
Rongdi	China	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)
Wright’s Retarding Basin	Australia	F	Point Hut Creek	1	01/89	06/89	08/89	10/89	18	86	9	9	V	(7)	1.00	(16)	1.00	(13)	300	300	145	73	(F)
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)
Wolwedans [A-G]	South Africa	W	Great Brak	24	11/87	10/88	10/89	11/90	70	268	180	210	V	(1)	0.50	(1)*	0.50	(1)*	250	250	58	136	(F)
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)
Dodairagawa	Japan	F W	Kabura	5	03/86	06/88	01/90	03/92	70	300	167	350	V 0.40	(1) (1)	0.75	(1)	0.75	(1)	180	500	96	24	(F)
Quail Creek South	USA	W	Quail Creek	50	02/90	03/90	05/90	08/90	42	610	130	150	V	(1)	V 0.85	(1) (17)	conduit		300	300	80	53	(F)
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)
Concepción	Honduras	W	Concepción	35	12/88	12/89	06/90	08/90	68	694	270	290	0.075	(2)	0.80	(3)*	0.80	(1)*	400	400	65	15	(N)
Wriggleswade	South Africa	W	Kubusie	94	07/88	07/89	07/90	12/90	34	737	134	165	V	(1)	V 0.62	(1)*	0.62	(1)*	250	250	44	66	(F)
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)
Maroño	Spain	W	Izoria and Idas	2	01/89	11/89	08/90	11/91	53	182	80	91	0.05	(3)	V 0.75	(3)* (3)*	0.75	(1)*	300	300	80 65	160 170	(F)
Caraibas - CEMIG	Brazil	F I	Caraibas	10	04/90	07/90	09/90	02/91	26	160	18	22	0.10	(1)	0.80	(3)*	0.80	(1)*	300	300	70	20	(N)
Asari	Japan	F W	Asari	9	07/86	10/87	09/90	03/93	74	390	259	517	V 0.30	(1) (1)	0.80	(1)	0.80	(1)	180	500	96	24	(F)
Aoulouz	Morocco	F G I	Souss	110	03/88	11/89	09/90	11/91	79	476	680	850	V	(1)	0.85	(1)*	0.85	(1)	500	500	120 90	0 0	(M)
Hervás	Spain	W	Hervás	1	01/89	03/90	09/90	10/90	33	210	24	43	0.15	(1)	0.70	(1)* (5)*	0.70	(1)	300	300	80	155	(F)
Freeman diversion	USA	G	Santa Clara		03/90	07/90	09/90	- /91	17	366	101	110	V	(1)	0.80	(17)	0.80	(17)	300	300	125	83	(F)
Kamuro	Japan	F W	Kaneyama	7	07/86	07/88	10/90	08/93	61	257	136	307	V 0.60	(1) (1)	0.75	(1)	0.75	(1)	150 - 200	500	96	24	(F)
Glen Melville	South Africa	W	Ecca	7	02/88	04/89	12/90	04/91	32	380	66	114	V	(1)	V 0.75	(1) (1)*	0.75	(1)*	330	330	65	65	(F)
Thornlea	South Africa	I	Mlazi	3	06/90	10/90	12/90	02/91	17	135	16	17	V	(1)	0.90	(3)*	0.90	(1)	170	170	38	87	(S)
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)
Gameleiras	Brazil	F I R W	Gameleiras	145	07/90	12/90	04/91	05/91	29	150	27	29	V	(1)				(1)*	400	400	52	13	(-) -
Cuchillo Negro	USA	F	Cuchillo Negro		10/89	03/90	05/91	07/91	50	186	75	82	V	(7)	0.90	(17)	separate		300	300	77	59	(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)
New Victoria	Australia	W	Munday Brook	10	08/90	03/91	08/91	11/91	52	285	121	135	V	(14)	0.325 0.80	(14)* (14)*	0.325 0.80	(14)* (14)*	300	300	79	160	(F)
Burguillos del Cerro	Spain	W	Ribera de los Montes	3	12/90	05/91	09/91	12/91	24	167	25	33	V	(14)	0.13 0.60	(14)*	0.60	(13)*	300	300	80	135	(F)
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)
La Puebla de Cazalla	Spain	I	Corbones	74	03/88	08/89	10/91	12/91	71	220	205	220	V 0.20	(3) (3)	0.80	(3)*	0.80	(3)*	300	300	80	130	(F)
Belén-Cagüela	Spain	F	Belén	1	03/91	06/91	10/91	10/91	31	160	24	29	0.05	(3)	0.75	(3)*	0.75	(3)*	300	300	73	109	(F)
Choldocogagna	France	W	Lessarte	1	04/91	07/91	10/91	12/91	36	100	19	23	0.10	(1)	0.75	(16)	0.75	(1)*	300	300		110	(R)
Belén-Gato	Spain	F	Belén	1	07/91	09/91	11/91	11/91	34	158	36	41	0.05	(3)	0.75	(3)*	0.75	(3)*	300	300	73	109	(F)
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)
Caballar I	Spain	F	Belén	1	09/91	09/91	12/91	12/91	16	98	6	7	0.05	(3)	0.75	(3)*	0.75	(3)*	300	300	73	109	(F)
Amatisteros III	Spain	F	Belén	1	- /91	09/91	12/91	- /92	15	75	4	5	V	(3)	0.75	(3)	0.75	(3)	300	300	73	109	(F)
Maoeryan [A]	China		Shiqi	33	- /68	- /88	- /91	- /93	35
Belén-Flores	Spain	F	Belén	1	09/91	11/91	01/92	01/92	28	87	10	12	0.05	(3)	0.75	(3)*	0.75	(3)*	300	300	73	109	(F)
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)
Alan Henry Spillway	USA	W	Double Mountain Fork	140	03/91	12/91	04/92	- /93	25	84	22	23	V	(13)	1.10	(17)	ogee	(1)	300	300	119	59	(F)
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)
Jim Wilson (formerly Town Wash Detention)	USA	F	Town Wash		01/92	03/92	05/92	06/92	18	264	43	45	V	(14)	1.50	(3)	1.50	(3)* (17)*	200	200	107	71	(F)
Urdalur	Spain	W	Alzania	5	03/90	08/91	07/92	10/92	58	396	150	240	V	(1)	0.75	(3)*	0.75	(3)*	300	300	72	108	(F)
Christian E. Siegrist	USA	W	Mill	4	09/91	04/92	07/92	- /93	40	213	69	70	V	(6)	0.80	(17)	0.80	(1)	300	300	59	34	(F)
Taung	South Africa	I W	Harts	66	06/90	08/91	09/92	05/93	50	320	132	153	V	(1)	V 0.75	(1) (1)*	0.75	(1)*	250	250	44	66	(F)
Arriarán	Spain	W	Arriarán	3	10/91	04/92	09/92	02/94	58	206	110	113	0.05	(3)	0.70	(3)*	0.70	(3)*	300	300	85	135	(F)
Zintel Canyon	USA	F	Zintel	3	03/92	07/92	10/92	12/92	39	158	54	55	V	(7)	0.85	(17)	0.85	(17)	300	300	74	0	(-) -
Kroombit	Australia	G I	Kroombit Creek	13	03/92	06/92	10/92	12/92	26	250	84	110	V	(1)	0.70	(1)	0.70	(1)	300	300	82	107	(F)
Burton Gorge	Australia	W	Isaac	20	07/92	09/92	11/92	12/92	26	285	64	68	V 1.00	(8) (17)	0.80 1.00	(3)* (17)	0.80	(13)*	300	300	85	0	(-) -
Ryumon	Japan	F I W	Sakoma	42	09/87	03/90	11/92	03/97	100	378	521	836	V 0.30	(1) (1)	0.80	(1)	0.80	(1)	150 - 200	750 - 1000	91	39	(F)
Joumoua	Morocco	W	Joumoua	7	07/89	06/90	11/92	12/92	57	250	150	200	0.20	(5)	0.80	(1)*	0.80	(1)*	350	350	105 180	45 0	(-) -
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)
Trigomil	Mexico	F I	Ayuguila	324	12/86	02/91	12/92	12/93	107	250	362	681	V 0.24	(5)	V 0.80	(5) (17)	0.80	(1)	300	300	148	47	(F)
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)
Paxton	South Africa	I	Tsorwo	1	- /90	01/91	12/92	- /92	17	70	3	3	V	(3)	V 0.50	(3)	0.50	(3)	150	150	70	100	(F)
Hattabara	Japan	F W	Ashida	60	08/88	- /89	- /92	03/98	85	325	228	500	V 0.20	(1) (1)	0.75	(1)	0.75	(1)	150 - 200	750	84	36	(F)
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)
Elmer Thomas - replacement	USA	R	Little Medicine Creek	10	02/92	01/93	02/93	05/93	34	128	29	34	V	(1)	0.64	(1)	none		300	300	89	89	(F)
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)
Imi el Kheng	Morocco	G I	Oued Berhil	12	04/92	09/92	07/93	04/94	39	170	97	109	0.20	(5)	0.80	(1)*	0.80	(1)*	300	300	100 110	20 20	(N)
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)
Clifford D. Craig (formerly Spring Hollow)	USA	W	off-stream	12	10/92	03/93	08/93	- /94	74	302	222	223	V	(6)	0.80	(17)	none		300	300	53	53	(F)
Hudson River Nº11	USA	W	Mountain Creek		11/92	04/93	08/93	- /93	21	168	26	28	V	(6)	0.80	(1)*	0.80	(1)*	300	300	119	84	(F)
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)
Sierra Brava	Spain	I	Pizarroso	232	12/90	06/92	11/93	12/93	54	835	277	340	0.05	(14)	0.75	(14)*	0.75	(14)*	300	300	80	140	(F)
Kodama	Japan	F W	Kodama	14	10/89	05/91	12/93	03/97	102	280	358	570	V 0.20	(1) (1)	0.76	(1)	0.76	(1)	250	750	91	36	(S)
Villaumur (La Cantache)	France	F	Le Cantache	7	07/93	10/93	12/93	03/94	16	147	11	15	V	(11)	0.75	(1)*	0.75	(1)*	300	300		90	(R)
Vinoramas	Mexico	F I	El Bledal	102	10/91	04/93	12/93	01/94	50	807	117	184	V	(5)	0.80	(3)*	0.80	(13)	300	300	100	100	(M)
Miyatoko	Japan	F W	Miyatoko	5	06/89	06/90	12/93	01/97	48	256	172	280	0.60	(1)	0.80	(1)	0.80	(1)	180	500	96	24	(F)
Daguangba	China	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)
Sahla	Morocco	I W	Sahla	62	05/92	11/92	12/93	07/94	55	160	130	160	0.20	(5)	0.90	(1)*	0.80	(1)*	300	300	85 125	15 25	(N)
Guxian	China		Luohe	1175	- /78	- /89	- /93	- /95	125	315
Suoshai	China	H	Sancha	420	- /89	- /90	- /93	- /94	75	196		88
Pelo Sinal	Brazil	W	Taperobá	76	12/91	- /92	- /93	- /94	34	296	69	89		(1)					300	300	64	16	(-) -
Sep	France	I	Sep	5	04/93	09/93	01/94	03/94	46	145	49	58	V	(11)	0.72	(16)	0.72	(3)*	300	300		120	(R)
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)
Hinata	Japan	F	Kasshi	6	12/90	11/92	05/94	03/98	57	290	113	232	V	(1)	0.75	(1)	0.75	(1)	180 - 250	750	84	36	(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)
San Lazaro	Mexico	F G W	San Lazaro	11	10/85	04/94	06/94	07/94	37	176	35	53	V 0.20	(5)	0.80	(3)*	0.80	(13)	300	300	100 90	220 220	(M)
Wenquanbao [A]	China	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)
Rocky Gulch	USA	P	Rocky Gulch		05/94	05/94	06/94	07/94	18	55	6	7	V	(1)	0.80	(17)	none		300	300	184	0	(-) -
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)
La Touche Poupard	France	I	Chambon	15	08/93	04/94	08/94	12/94	36	200	34	46	V	(1)	0.75	(3)*	0.75	(1)*	300	300		115	(R)
Lower Molonglo Bypass Storage	Australia	P	Unnamed creek	1	02/94	06/94	08/94	11/94	32	120	22	27	V	(1)	0.80	(1)*	0.80	(1)*	300	300	96	64	(F)
Várzea Grande	Brazil	W	Picuí	21	10/93	10/94	10/94	- /95	31	135	27	28		(1)		(3)*			300	300	56	14	(N)
Cova da Mandioca	Brazil	I W	Cova da Mandioca	126	01/93	09/93	12/94	12/94	26	360	75	79	V	(1)	0.75	(3)*	0.75	(1)*	400	400	64	16	(-) -
Rio da Prata	Brazil	W	Da Prata	42	- /92	09/93	12/94	- /95	26	405	61	75							300	300	80	0	(-) -
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)
Yoshida	Japan	F W	Yoshida	2	07/91	07/93	02/95	03/96	75	218	265	304	V	(1)	0.75	(1)	0.75	(1)	250	750	84	36	(F)
Chiya	Japan	F H W	Takahashi	28	03/89	09/92	04/95	03/98	98	259	396	670	V	(1)	0.77	(1)	0.77	(1)	250	750	91	39	(F)
Canoas	Brazil	W	Saõ Gonçalo	69	07/93	08/94	05/95	- /96	51	116	87	93	0.10	(1)	0.80	(10)*	0.80	(1)*	300	300	64	16	(N)
Ohmatsugawa	Japan	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)
Enjil	Morocco	I W	Taghoucht	12	11/93	03/94	10/95	03/96	36	80	45	57	0.20	(5)	0.80	(1)*	0.80	(1)*	300	300	110 150	0 0	(N)
New Peterson Lake	USA	W	Tributary of Cache La Poudre	3	05/95	09/95	11/95	12/95	21	70	7	8	V	(1)	0.80	(1)*	0.80	(1)*	300	300	145	48	(F)
Shiokawa	Japan	F I W	Shio	12	05/93	08/93	11/95	03/99	79	225	299	388	0.10 0.70	(1) (1)	0.76	(1)	0.76	(1)	250	750	96	24	(F)
Urayama	Japan	F H W	Urayama	58	03/90	12/92	12/95	03/99	156	372	1294	1750	V 0.65	(1) (1)	0.80	(1)	0.80	(1)	250	750 1000	91	39	(F)
Shimantan	China	F I W	Gunhe	120	07/93	04/94	12/95	07/96	41	650	272	351	V	(3')	0.75	(3)*	0.75	(1)	300	300	98 51	98 107	(F)
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)
Acauã	Brazil	F I W	Paraíba	247	- /93	- /93	- /95	- /95	79	674	674	734		(1)		(3)*		(1)*	300	300	64	16	(N)
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)
Passagem de Trairas	Brazil	R W	Seridó	50	- /93	- /94	- /95	- /96	26	458	27	28									64	16	(N)
Nacaome	Honduras	W	Rio Grande Nacaome	42	06/93	08/94	- /95	- /95	54	320	250	300	0.15	(2)	0.80	(3)*	0.80	(12)*	400	400	64	21	(N)
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)
Loyalty Road flood retarding basin	Australia	F	Darling Mills Creek		06/95	12/95	04/96	08/96	30	111	20	22	V	(7)	0.80	(7)	0.80	(7)	300	300	80	0	(S)
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)
Shimagawa	Japan	F W	Shima	9	03/91	- /94	05/96	03/98	90	330	390	516	V 0.50	(1) (1)	0.80	(1)	0.80	(1)	250	750	84	36	(F)
Jack Turner (formerly Big Haynes)	USA	W	Big Haynes Creek		10/94	02/95	06/96	09/96	27	427	72	74	V	(8)	0.80	(10)*	0.80	(10)*	300	300	42 39	42 39	(F)
Hiyoshi	Japan	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)
Boqueron	Spain	F	Rambla del Boqueron	13	10/94	02/96	08/96	12/97	58	290	137	145	0.05	(3')	0.73	(3')	0.73	(3')*	300	300	55	130	(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)
Dahekou	China		Apengjiang	115	- /93	- /94	- /96	- /97	85			33
Derivação do Rio Jordão	Brazil	H	Jordão	110	05/94	- /95	- /96	12/97	66
Tomisato	Japan	F I W	Douzan	53	02/92	- /95	02/97	03/00	111	250	355	510	V	(1)	0.76	(1)	0.76	(1)	250	750 1000	84 72	36 48	(F)
Platanovryssi	Greece	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)
Queiles y Val	Spain	F	Val	25	01/93	10/95	05/97	12/98	82	375	480	520	V 0.33	(1) (1)	0.80	(5)	0.80	(1)	300	300	80	145	(F)
Atance	Spain	I	Salado	35	07/96	04/97	07/97	10/97	45	184	65	75	V	(3)	0.80	(3)*	0.80	(3)*	300	300	57	133	(F)
Takisato	Japan	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)
Qedusizi (formerly Mount Pleasant)	South Africa	F	Klip	128	04/94	03/95	08/97	03/98	28	490	78	156	V	(1)	V 0.70	(1) (1)*	0.70	(1)*	250	250	46	108	(S)
Tie Hack	USA	W	South Fork Clear Creek	3	05/96	10/96	08/97	- /97	41	170	62	69	V	(1)	0.80	(1)*	0.80	(1)*	300	300	89	83	(F)
Shuangxi	China	F H I W	Meixihe	95	01/95	03/96	10/97	12/97	60	221	113	172	V	(9)	0.80	(1)	0.78	(1)	300	300	90 55	110 105	(F)
Cadiangullong	Australia	W	Cadiangullong Creek	4	11/96	05/97	12/97	03/98	43	356	114	123	V	(3')	0.75	(1)* (3')*	0.75	(1)*	300	300	90	90	(F)
Taolinkou	China	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	(-) -
Santa Clara-GO	Brazil	W		129	- /86	- /95	- /97	- /97	47			129
Fengxiangxia [A]	China	H	Huilonghe	8	- /93	- /95	- /97	- /98	90	158		770	0.10		0.76		0.76
Pedro Moura Junior (formerly Belo Jardim)	Brazil	W	Ipojuca (Gravata)	37	05/95	09/96	- /97	- /98	56	380	113	125		(1)		(1)*		(1)*	300	300	64	16	(N)
Bouhouda	Morocco	I W	Sraa	56	05/95	04/96	05/98	09/98	55	174	165	186	0.20	(5)	0.80	(1)*	0.80	(1)*	300	300	100 120	0 0	(N)
Hayachine	Japan	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)
Val da Serra	Brazil	W	Ibicui-Mirim	24	07/97	11/97	07/98	11/98	37	675	69	95	V	(13)		(12)*		(12)*	300	300	90	30	(F)
Gassan	Japan	F H I W	Bonji	65	08/88	06/94	10/98	03/01	123	393	731	1160	V	(1)	0.80	(1)	0.80	(1)	250	750 1000	91	39	(F)
Penn Forest	USA	W	Wild Creek	2	08/96	09/97	10/98	12/98	49	610	283	283	V	(6)	0.50	(15) (7)	conduit		300	300	58	41	(F)
Yongxi Nº3	China	F H W	Dazhangxi	68	05/96	10/97	10/98	09/99	87	198	170	255	V	(3')	0.73	(10)	ogee 0.73	(1) (1)	280	3000	115 80	95 90	(F)
Jucazinho	Brazil	F I R W	Capiibaribe	327	07/96	11/96	10/98	- /99	63	442	442	470	V	(12)	0.75	(1)*	0.75	(1)*	300	300	64	16	(N)
Rialb	Spain	I W	Segre	402	01/93	10/95	12/98	01/00	99	630	980	1016	0.15 0.35	(1) (1)	0.40 0.65	(1) (1)	0.65	(1)	330	330	70 65	130 130	(F)
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
Bab Louta	Morocco	W	Bous Sbaa	37	01/97	02/98	02/99	03/99	54	110	63	77	V	(5)	0.75	(1)*	0.75	(13)	300	300	65 80	15 20	(N)
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)
Buckhorn	USA	W	Contentea Creek		03/98	- /98	04/99	06/09	16	781	64	69	V	(6)					300	300	89	0	(-) -
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)
Toker	Eritrea	W	Toker	14	11/96	02/98	05/99	08/99	73	263	187	210	V	(1)	0.80	(1)*	0.80	(12)*	330	330	110	85	(F)
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)
Bertarello	Brazil	W	Arroio Burati	6	- /98	08/98	07/99	- /00	29	219	80	115	V	(13)		(12)*		(12)*	300	300	72	18	(N)
Ziga	Burkina Faso	W	Nakambe	28	04/98	10/98	08/99	07/00	18	120	44		V	(1)	0.80	(10)*	0.80	(12)*	300	300			(-) -
Baishi	China	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)
Barnard Creek Canyon Debris Dam	USA	F	Barnard Creek		08/99	11/99	11/99	01/00	18	46	3	3	V	()	0.75	()*	0.75	()*	300	300	108	84	(F)
Hongpo [A-G]	China	W	Qinggoushui	3	10/97	07/98	11/99	12/99	55	244	71	77	V	(3')	0.50	(1)	0.50	(1)	300	3000	54	99	(F)
Las Blancas	Mexico	I	Álomo & Soso	124	08/98	03/99	12/99	11/00	32	2795	221	316	V	(8)	V 0.75	(7) (3)	0.75	(1)	300	300	100	100	(F)
Ponto Novo	Brazil	I W	Itapicuru-açu	39	05/98	07/98	12/99	02/00	26	266	90	105		(1)		(3)*		(1)	300	300	72	18	(N)
Antacoto	Peru		Mantaro	120	- /98	- /98	- /99	- /99	17														(-) -
Zanja Honda	Colombia	I	Chenche		- /97	- /98	- /99	- /00	24		75										75	0	(-) -
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)
Bullard Creek	USA	F	Bullard Creek	1	10/98	08/99	- /99	- /99	16	110	7	7	V	(3)	v 0.75	(3)*	0.75	(3)*	300	300	148	44	(F)
Ohnagami	Japan	F I W	Sutu	19	03/93	04/98	04/00	03/03	72	334	284	362	V 0.25	(1) (1)	0.79	(1)	0.79	(1)	250	750	84	36	(F)
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)
Trout Creek	USA	I R	Trout Creek	1	08/99	04/00	05/00	07/00	31	38	9	10	V	(1)	0.80	(1)*	0.80	(1)*	300	300	163	0	(-) -
Pickle Jar	USA	W		1	10/99	03/00	05/00	08/00	16	57	331	331	V	(1)	0.80	(1)*	0.80	(1)*	300	300	90	0	(-) -
Beni Haroun	Algeria	I W	El Kebir	963	01/93	10/98	07/00	12/00	118	714	1690	1900	V	(1)	0.80	(1)*	0.80	(13)	300	300	82	143	(F)
Origawa	Japan	F N	Ori	15	02/93	11/96	07/00	03/04	114	331	673	742	V 0.60	(1) (1)	0.77	(1)	0.77	(1)	250	750	91	39	(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	(-) -
Shinmiyagawa	Japan	I	Miya	10	03/94	07/97	08/00	03/03	69	325	393	480	V	(1)	0.83	(1)	0.83	(1)	250	750	91	39	(F)
Pajarito Canyon	USA	F	Pajarito	8	06/00	07/00	08/00	09/00	36	112	48	48	V	(15)	1.00	(17)	conduit		300	300	148	0	(-) -
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)
Inyaka	South Africa	W	Marite	123	01/96	06/97	10/00	03/02	53	350	160	327	V	(1)	0.68	(1)	0.68	(1)	250	250	60	120	(F)
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)
Tannur	Jordan	I	Wadi al Hasa	17	02/99	12/99	12/00	09/01	60	270	250	250	V 1.00	(3')	0.80	(3')*	0.80	(3')*	300	1200	125 120	75 50	(N)
Dagangou	China	H	Geermu	9780	- /96	- /98	- /00	- /01	40
Santa Cruz do Apodi	Brazil	F I R W	Apodi	600	- /98	- /99	- /00	- /01	58	1660	1023	1120							300	300	80	0	(-) -
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)
Tiúma	Brazil	W	Tiúma	6	- /99	- /00	01/01	05/01	16	290
R'mil	Tunisia	I	R’mil	44	08/99	10/00	05/01	11/01	18	260	64	160	V	(15)	0.90	(16)	0.90	(12)*	300	300	100	0	(-) -
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)
Safad	UAE	G I		1	- /00	05/01	06/01	- /01	19	100	9	10	V	(1)	0.80	(1)*	0.80	(12)	300	300	90	0	(-) -
North Fork Hughes River	USA	F R W	North Fork Hughes River	1480	07/99	03/01	07/01	- /01	26	200	65	65	V	(8)	0.80	(10)	0.80	(1)	300	300	59 107	59 65	(F)
Chubetsu	Japan	F H I W	Chubetu	93	03/94	09/97	08/01	03/04	86	290	523	1007	V 0.80	(1) (1)	0.80	(1)	0.80	(1)	250	750 1000	84	36	(F)
Showkah	UAE	G I		1	- /00	08/01	10/01	- /01	24	105	18	20	0.10	(11)	0.80	(1)*	0.80	(12)	300	300	90	0	(-) -
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)
Fukuchiyama	Japan	F N W	Fukuti	3	10/98	- /99	12/01	03/03	65	255	115	201	V	(1)	0.78	(1)	0.78	(1)	250	750	84	36	(F)
Castanhão	Brazil	F I R W	Congonhas	800	10/99	- /00	12/01	- /02	85	668	890	1030							300	300	85	0	(-) -
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)
Umari	Brazil	F I R W	do Carmo	293	- /98	- /99	- /01	- /01	42	2308	655	660		(12)					300	300	70	0	(-) -
Funil	Brazil	H	Rio Grande	285	- /97	- /99	- /01	12/02	50
Yushi	China	F I W	Biliuhe	89	- /98	- /99	- /01	- /02	50	267	218	233									70	70	(F)
Pedras Altas	Brazil	F I R W	Itapicuru		- /00	- /00	- /01	- /01	24	1090	42	60							300	300	34	41	(-) -
Pirapama	Brazil	W	Pirapama	61	- /00	- /00	- /01	- /01	25	300	87	137		(1)					300	300	72	18	(-) -
Estreito	Brazil	F I R W	Curimatá	24	- /97	- /00	- /01	11/02	26	300	12	14							300	300	64	16	(N)
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)
Mae Suai	Thailand	I	Mae Suai	73	11/99	10/00	01/02	07/02	59	340	300	350	0.15	(15)	0.80	(1)*	0.80	(1)*	300	300	70	80 to 100	(F)
Hunting Run	USA	W	Hunting Run	2	05/00	02/01	01/02	08/02	36	720	115	128	V	(8)		(17)		(17)	300	300	74	37	(F)
La Cañada	Bolivia	I	Comarapa	10	08/00	08/01	02/02	06/02	52	154	72	77	V	(3')	0.22 0.75	(3') (3')*	0.75	(3')*	305	305	140	100	(N)
Wala	Jordan	G	Wala	9	01/99	10/00	04/02	04/03	52	300	240	260	0.30	(1)	0.70	(1)*	0.70	(1)*	300	300	120 100	0 0	(-) -
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)
Camará	Brazil	W	Riachäo	27	05/00	09/01	06/02	- /02	56	296			V	(1)	0.80	(1)			300	300	80	0	(-) -
Kutani	Japan	F W	Daishoji	25	12/96	04/00	07/02	03/06	76	280	188	360	V 0.80	(1) (1)	0.80	(1)	0.80	(1)	250	750	84	36	(F)
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	(-) -
Randleman Lake	USA	R W	Deep	84	07/01	04/02	07/02	01/03	31	280	70	76	V	(1)	0.75	(1)*	0.75	(1)*	300	300	89	104	(F)
Xiao Yangxi (and saddle dam)	China	W	Xia Oyangxi	15	05/01	01/02	10/02	12/02	45	118	47	49	V	(3')	0.75	(3')*	0.75	(12)	350	3500	138 60	113 90	(F)
Olivenhain	USA	W	Escondido Creek	30	06/01	02/02	10/02	07/03	97	788	1070	1140	V	(4')	0.80	(3)*	0.80	(1)*	300	300	74	121	(F)
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)
Carnaúba	Brazil	I W	Quixeré	26	- /01	02/02	11/02	- /03	19	700									300	300	100	0	(-) -
Koyama	Japan	F I W	Ohkita	17	11/94	05/00	12/02	03/05	65	462	270	531	V	(1)	0.78	(1)	0.78	(1)	250	750	84	36	(S)
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
Hengxi	China		Yangxi	100	- /99	- /00	- /02	- /03	82
Ribeirão Riacho Pasto Velho	Brazil	I W	Pasto Velho	11	- /00	- /01	- /02	- /03	27													0
Guaporé	Brazil	H	Guaporé	18	- /00	- /01	- /02	- /03	32	152		43
Xiaoyangxi	China	W	Xiaoyangxi	15	- /00	- /01	- /02	- /03	45	118		49
Jauru	Brazil	H	Jauru	20	- /00	- /01	- /02	- /03	51
Junxi II [A]	China	H	Junxi	5	- /00	- /01	- /02	- /03	69	192
Mujib	Jordan	I W	Mujib	35	01/99	01/01	02/03	11/03	67	490	654	694	0.10	(2)	0.80	(1)*	0.80	(1)*	300	300	85	0	(-) -
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)
Ahl Souss (Ait M’Zal)	Morocco	I W	Izig	5	11/01	01/03	05/03	01/04	49	222	50	27	0.20	(1)	0.80	(1)*	0.85	(12)	300	300	80 100	0 0	(-) -
Linhekou [A]	China	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)
Takizawa	Japan	F N W	Nakatu	63	03/99	10/01	06/03	03/07	139	424	810	1670	0.15 0.70	(1) (1)	0.72	(1)	0.72	(1)	250	1000	84 72	36 48	(F)
Nandoni (formerly Mutoti)	South Africa	I W	Luvuvhu	164	04/98	12/99	08/03	04/04	47	392	150	316	V	(1)	0.75	(1)	0.75	(1)*	250	250	54	129	(F)
El Esparragal	Spain	E	Viar	5	- /02	05/03	08/03	03/04	21	383	62	89	0.30	(3')*	0.90	(3')*	0.90	(3')*	300	300	68	157	(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
Shanggou [A]	China	W	Yangshui	1	- /01	- /02	- /03	- /04	39	176
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)
Rompepicos en Corral des Palmas	Mexico	F	Santa Catarina	100	- /02	03/03	- /03	- /04	109	250	380	400	V	(8)	V 0.85	(5) (17)	0.85	(12)	300	300	65	35	(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)
Hassan II (formerly Sidi Said)	Morocco	F I W	Moulouya	400	02/01	03/03	04/04	03/05	115	577	590	690	V	(5)	0.80	(1)*	0.80	(1)*	300	300	65 80	15 20	(N)
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)
Khun Dan Prakan Chon (formerly Tha Dan)	Thailand	I	Nakhon Nayok	224	11/99	03/01	07/04	01/05	95	2600	4900	5400	V 0.40	(14)	0.80	(14)*	0.80	(14)*	300	300	90	100	(F)
Pedrógão	Portugal	F H I	Guadiana	106	08/02	02/04	08/04	- /05	43	448	172	392	V	(3')	0.80	(3')*	0.80	(12)*	300	300	55	165	(F)
Tamesna (formerly Boukerkour)	Morocco	F I W	Zamrine	56	05/03	04/04	09/04	05/05	66	220	190	215	0.20	(5)	0.80	(1)*	0.80	(1)*	300	300	100	0	(N)
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)
Xuanmiaoguan [A]	China			41	- /00	- /02	- /04	- /05	66	191		66
Monte Claro	Brazil	H	Das Antas	23	04/02	- /03	- /04	12/04	25	180	35	66									75
João Leite	Brazil	W	João Leite	129	03/01	01/03	- /04	- /04	55	380	270	290							300	300	80	20	(N)
Sanjiang [A]	China		Sanjainghe	7	- /02	- /03	- /04	- /04	72	138		38
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
Yujianhe [A]	China	F I W	Wu	11	- /02	- /03	- /04	- /05	81	180	105	110	0.10		0.76		0.76
Xiakou [A]	China	H	Juhe	99	- /02	- /03	- /04	- /05	85	192		131
Qinglianxi	China	H	Meixi	20	- /00	- /02	- /04	- /06	96	178
Pindobaçu	Brazil	I W	Itapicuru-aço	17	- /01	- /03	- /04	- /05	45	191	75	85							300	300	56	14	(N)
Bandeira de Melo	Brazil	I W	Paraguaçu	112	- /02	09/03	- /04	- /05	19	320	75	85		(1)		(1)*		(1)*	300	300	56	14	(N)
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)
Big Cherry	USA	W	South Fork, Powell River	2	04/04	09/04	01/05	07/05	26	113	11	12							300	300	82	82	(F)
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)
Amata	Mexico	I	San Lorenzo	14	11/03	11/04	04/05	06/05	30	218	42	60	V 1.00	(8)	1.00	(3)*	1.00	(12)	300	300	120	0	(-) -
Jahgin	Iran	F I W	Jahgin	300	12/01	05/04	05/05	09/07	78	220	232	382	V 0.30	(3') (3')*	0.75	(3')*	0.75	(12)	300	300	105 160	90 90	(N)
Zhaolaihe [A]	China	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)
Kido	Japan	F I N W	Kido	19	10/00	06/03	08/05	03/08	94	350	291	501	V 0.10	(1) (1)	0.78	(1)	0.78	(1)	250	750 1000	84	36	(F)
Paradise (formerly Burnett River)	Australia	F I	Burnett	300	11/03	06/04	09/05	11/05	50	940	400	400	V	(8)	0.64	(3)*	0.64	(1)*	310	310	63	0	(-) -
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
Poço do Magro	Brazil	W	Poço do Magro	32	- /03	- /04	- /05	- /06	29	540	58	68									64	16	(N)
Artur Tavares de Melo	Brazil	I	Itambé	21	- /03	- /04	- /05	- /06	30	306	50								300	300	80	0	(-) -
Xixi	China	F H I W	Daxi	85	- /03	- /04	- /05	- /06	71	243	231	244											(F)
Kinta	Malaysia	W	Kinta	30	01/03	02/04	03/06	07/06	90	792	952	975	V	(3')	0.80	(3')*	0.80	(3')*	300	300	100	100	(F)
Pine Brook	USA	W		1	01/05	10/05	04/06	- /06	26	170	27	30	V	(7)		(17)	separate		300	300	95	59	(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)
Al Wehdah	Jordan/ Syria	W	Yarmouk	110	06/03	02/05	07/06	12/07	103	485	1426	1478	V 0.60	(3')	0.80	(3')*	0.80		300	300	70 60	60 60	(F)
Ntimbale	Botswana	W		26	11/04	04/06	09/06	05/07	33	153	30
Genesee #2	USA	W	Bear Creek	1	06/06	11/06	11/06	10/07	29	168	24		V						300	300
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)
El Guapo	Venezuela	F I W	El Guapo	141	08/05	04/06	12/06	08/07	50	138	320	342	0.60	(1)	0.85	(17)	1.80	(1)	300	300	75	0	(-) -
Wujiang	China		Wujlang	1465	- /01	- /03	- /06	- /08	117
Qilitang [A]	China		Liuchi	71	- /03	- /04	- /06	- /07	81
Xinjiangshankou	China	H	Kaidu		- /97	- /04	- /06	- /08	71
Flor do Sertão	Brazil	W			05/05	- /05	- /06	10/06	19	245
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)
El Sauz	Mexico	W			- /04	- /05	- /06	- /07	30
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)
Khasooyeh	Iran	I	Tang Charkhi	15	- /03	- /05	- /06	- /08	19	160	22	28
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)
Hickory Log Creek	USA	W	Hickory Log Creek	1	10/05	12/06	06/07	10/07	55	290	165		V	(8)	0.80	(3')*	0.80	(1)	300	300	89 80 74	89 98 104	(F)
Longtan (Stage 1)	China	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)
R’Mel (formerly Tanger-Med)	Morocco	F W	R’Mel	25	05/05	06/06	06/07	10/07	79	250	230	243	V	(11)	0.75	(1)	0.75	(1)	300	3000	100 90	0 0	(-) -
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	(-) -
Yacoub El Mansour (formerly Ouirgane)	Morocco	W	N’Fis	70	07/05	10/06	07/07	03/08	71	233	202	216	V	(11)	0.75	(1)*	0.75	(1)*	300	3000	100	0	(-) -
Elkwater Fork	USA	W	Tygart Tributory	3	- /06	04/07	08/07	- /07	39	204	106	113	V	(8)	0.80	(3)*	0.80	(1)*	300	300	59	89	(F)
Meander	Australia	I W	Meander	43	01/06	01/07	08/07	12/07	47	180	85	85	V	(4)	0.70	(10)	0.70	(10)	300	300	70	0	(-) -
North Para	Australia	F	North Para	1	11/06	06/07	09/07	- /07	33	206	50	50	V	(3')		(3')*		(3')*	300	300	60	160	(F)
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
Serra Preta	Brazil	W		5	- /05	- /05	- /07	- /08	34	154	44	51	V		0.80		0.80				80	20	(N)
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)
Duas Serras	Brazil	F	Duas Serras	2	- /05	- /06	- /07	- /08	19	113	6								300	300
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
Shihu	China	F I W	Lituohe	58	- /05	- /06	- /07	- /08	56	193	162	354
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
Menghekou	China	F I R W	Menghe	11	- /05	- /06	- /07	- /08	78	215	160	249
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
Lur Berria	France	F	Nivelle	4	- /06	- /07	- /07	- /08	22	168		190
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)
Sidi Yahya (formerly Ain Kwachia)	Morocco	I W	Khellata	11	01/07	05/07	07/08	11/08	30	213	60	78	0.20	(5)	0.80	(1)*	0.80	(1)*	300	300	105	0	(-) -
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)
La Breña II	Spain	I	Guadiato	823	06/05	02/07	10/08	12/08	119	685	1441	1600	0.05 0.30	(3') (3')	0.75	(3')*	0.75	(3')*	300	300	69	115 & 46	(F)
Toppu	Japan	F I W	Toppu	36	07/02	06/05	10/08	03/14	78	309	440	530	V 0.80	(1) (1)	0.80	(1)	0.80	(1)	250	1000	84	36	(F)
Boussiaba	Algeria	W	Boussiaba	120	12/06	05/08	11/08	08/09	51	310	160	190	V	(2)		(1)		(1)	300	300	112	28	(F)
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
Chibka	Morocco	I	Chbika	2	- /04	- /06	- /08	- /09	24
El Handak	Morocco	I	El Handak	1	- /05	- /06	- /08	- /09	27
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
Sidi el Mahjoub	Morocco		Ifrane	1	- /06	- /07	- /08	- /09	22		15	18	V	(5)	1.00	(1)*	1.00	(1)*
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
Picachos	Mexico	I W	Presidio	322	02/07	09/07	- /08	- /09	85	256	85		V 0.15	(12) (12)	0.85	(12)	0.85	(12)	300	3000	50	45	(S)
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
Wadi Dayqah	Oman	W	Wadi Dayqah	100	08/06	01/08	04/09	11/09	75	410	590	650	V	(3')	0.75	(3')*	0.75	(3')*	300	1200	126 112	54 48	(M)
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)
Bear Creek	USA	F W	Bear Creek	47	01/08	10/08	05/09	06/09	27	292	60	69	V	(1)	0.80	(1)*			300	300	77	77	(F)
El Malleh Amont	Morocco	F	El Malleh	35	01/07	09/07	06/09	10/09	49	174	100	140	0.20	(5)	0.60	(5)	0.60	(5)	300	300	120	0	(-) -
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)
Deep Creek Nº5D	USA	F W	Deep Creek	15	12/08	04/09	12/09	07/10	22	226	39	45	V	(3')	0.80	(3')*	0.80	(1)*	300	300	89	89	(F)
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)
Cristalandia	Brazil	W	de Contas	13	- /05	- /07	- /09	- /10	18	337	61	68
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
Xiaotianlong	China	W	Tuochang	1	- /07	- /08	- /09	- /09	58	168		125
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)
Mulungu do Morro	Brazil	I W	Tijuco	2	- /07	- /08	- /09	03/10	16	156	13
Poço Marrua	Brazil	I W	Parnaiba	293	- /07	- /08	- /09	- /10	48	870	293	306
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
Sehb el Merga	Morocco	F I W	Sehb el Merga	7	06/07	- /08	- /09	- /10	37	480	85	95	V	(5)	0.80	(1)*	0.80	(1)*	300	300	65	25	(N)
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)
Ulu Sepri (formerly Batu Hampar)	Malaysia	W	Batu Hampar	3	11/07	10/09	04/10	05/10	65	236	200	203		(3')		(10)		(10)	300	1200	65	120	(F)
Bengoh	Malaysia	W	Sungai Bengoh	144	06/07	06/09	05/10	- /12	63	267	130	172	V	(3')	0.80	(3')*	0.80	(3')*	300	3000	60	120	(F)
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)
Zirdan	Iran	I W	Kajoo	207	11/02	08/07	08/10	11/10	65	350	265	437		(5)		(3)			300	300	98	42	(N)
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	(-) -
Abou Al Abbas Sebti (formerly Taskourt)	Morocco	I W	Al Mal	25	01/08	04/09	09/10	04/11	75	408	415	490	V	(5)	0.80	(1)*	0.80	(1)*	300	300	73	32	(N)
Saladillo	Argentina	W	Quinto		02/09	09/09	09/10	01/11	79	487	210	249		(5)		(5)
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)
Wyaralong	Australia	W	Teviot Brook	1	09/09	04/10	12/10	06/11	48	464	173			(1)		(1)		(1)	300	300	85	85	(F)
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)
Wuyi	China		Dina	99	- /05	- /07	- /10	- /12	103
Yongdingqiao	China		Liushahe	17	- /05	- /07	- /10	- /12	123
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)
Gasparino	Brazil	W			- /07	- /08	- /10	10/10	28	1000		130
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
Qianchang	China		Pudu	22	- /07	- /08	- /10	- /11	81	148
Tiechuanqiao [A]	China		Yupaojiang	25	- /07	- /08	- /10	- /11	95
Shidi	China				- /06	- /08	- /10	- /12	30
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
Longhuakou	China		Longhua	30	- /08	- /09	- /10	- /10	63	353		414
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)
Manghekou	China		Baimang	11	- /07	- /09	- /10	- /11	75	215		249
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
Ingazeira (formerly San Antonio)	Brazil	W	Pajeú	49	- /08	- /09	- /10	- /11	26	566	64	92
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)
Sfeissif	Morocco		Safsaf	20	- /08	- /09	- /10	- /11	29				V	(5)	0.85	(1)*	0.85	(1)*	300	300	120	0	(-) -
Lechangxia	China	H I N	Bei	374	- /08	- /09	- /10	- /11	85	256
Francisco J. Múgica (formerly Nueva Italia)	Mexico	I	El Marqués	100	03/08	- /09	- /10	- /11	90	375	367	451	V 0.30		1.00		1.00		300	300	65	0	(-) -
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
Ait Moulay Ahmed	Morocco	I W	Ain Leuh	2	10/09	- /10	01/11	10/11	29	136	18	20	V	(5)	0.75	(1)*	0.75	(1)*	300	300	70	30	(N)
El Puente de Santolea	Spain	I	Guadalope	18	- /09	04/10	02/11	03/11	35	203	65	70	0.20	(3')*	0.60	(3')*	0.60	(3')*	300	300	65	153	(F)
Las Tunas	Argentina	F I W	Las Tunas	101	02/09	09/10	02/11	12/11	33	259	30	56	V	(1)					200	400	85	25	(N)
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)
Yunishigawa	Japan	F I W	Yunishi	75	08/08	09/09	05/11	09/12	119	320	967	1053	V 0.60	(1)	0.78	(1)	0.78	(1)	250	1000	91	39	(F)
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)
El Realito	Mexico		Santa Maria	57	- /08	07/09	06/11	- /11	85	270	420		V	(1)	0.85		0.85		300	300	33 to 66	27 to 54	(S)
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)
Thornton Gap (Tollway)	USA	F	-	1	02/10	06/11	09/11	11/11	35	69	25	25	V	(3')		(3')*		(3')*	300	300	48	79	(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
Sanglang [A]	China		Sanglang	15	- /08	- /09	- /11	- /12	90
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
Lusixi	China	W	Lusixi	33	- /09	- /10	- /11	- /12	39	140
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
Ahl Lafouim	Morocco	W		3	- /09	- /10	- /11	- /12	15		20	24	0.20	(5)	0.80	(1)*	0.80	(1)*
Laananat	Morocco	W		1	- /09	- /10	- /11	- /12	15		18	20	0.20	(5)	0.80	(1)*	0.80	(1)*
Krayma	Morocco	W	Tiyoughza	3	- /09	- /10	- /11	- /12	32		45	53	0.20	(5)	0.80	(1)*	0.80	(1)*			120 100	0	(-) -
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	(-) -
Middle Vaitarna	India	W	Vaitarna	202	10/08	05/10	04/12	- /12	102	565	1202	1500	0.15	(3')	0.75	(3')*	0.75	(12)	300	300	75	145	(F)
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)
Portugues [A-G]	USA	F	Portugues	20	04/08	01/11	05/12	12/13	67	375	270	310	V	(3')	0.35	(3')*	0.35	(1)	300	300	114	51	(F)
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)
Dry Comal Creek	USA	F	Dry Comal Creek	4	10/11	03/12	08/12	12/12	26	457	62	67	V	()	0.80	()*	0.80	()	300	300	60	100	(C)
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)
San Vicente Dam Raise	USA	W	San Diego	299	06/09	08/11	09/12	09/14	103	474	459	465	V	(4')	0.78	(3')*	0.78	(3')*	300	300	86	127	(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)
Enlarged Cotter	Australia	W	Cotter	78	10/09	08/11	12/12	08/13	87	350	369	400	V	(3')	0.75	(3')	0.75	(3')*	300 400	300 400	75	120	(F)
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
Dayuhyan [A]	China		Masha	61	- /09	- /10	- /12	- /13	81
Milanhe	China		Milanhe	41	- /09	- /10	- /12	- /13	83
Guandi	China	H	Yalong	760	- /09	- /10	- /12	- /13	168	516	2970	3020	V 0.30				0.70				72	88	(F)
Xunyang	China		Hanjiang		- /08	- /10	- /12	- /14	58
Tongzilin	China	H	Yalongjiang	1	- /08	- /10	- /12	- /14	71
Marrecas	Brazil	W	Marrecas	33	03/10	- /11	- /12	12/12	35	430
Zhongqiao	China		Ren	99	- /10	- /11	- /12	- /12	60
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
Retiro	Brazil		Sapucai	18	- /10	- /11	- /12	07/13	15	482
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
Mamoeiro	Brazil	W		21	- /10	- /11	- /12	- /13	15
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)
Spring Grove	South Africa	W	Mooi	140	03/11	06/12	05/13	05/14	39	300	96	114		(3')		(3')			300	300	50	110	(F)
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)
De Hoop	South Africa	W	Steelpoort	347	07/07	07/09	11/13	03/14	85	1015	769	1012	V	(3')		(3')*		(3')*	300	1200	62	145	(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
Wacun	China		You	536	- /08	- /10	- /13	- /15	105	365
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
Chuanjiang	China		Chuanjiang	98	- /10	- /11	- /13	- /14	83
Zhaizihe	China		Houhe	119	- /10	- /11	- /13	- /14	93
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
Los Panales	Mexico	W	Tecolotán	100	01/11	- /12	- /13	- /13	78	440	496	561	0.20 V	(5)	0.80	(3)	0.80	(3)	300	300	110	0	(N)
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
Tamelast	Morocco			1	- /11	- /12	- /13	- /14	19		27		V	(5)	1.00	(1)*	1.00	(1)*
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
Naras	Turkey	F I	Manavgat	104	- /10	12/12	01/14	05/14	78	448	620	677	0.15	(1)	0.80	(1)*	0.80	(12)	300	300	110	90	(N)
Aslandag	Turkey	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)
Cheshmeh Ashegh	Iran	F I W	Cheshmeh Ashegh	62	06/10	10/11	05/14	03/17	60	375	130	250		(1)		(1)		(12)	300	600 - 900	120	80	(N)
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)
Hantangang	South Korea	F I W	Hantan	270	02/09	07/10	07/14	12/14	84	690	650	709	V	(1)		(1)		(1)	250	750	91	39	(F)
Tsugaru	Japan	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
Metolong	Lesotho	W	South Phuthiatsana	64	09/11	08/13	11/14	04/15	83	278	280	314		(3')		(3')		(3')	300	300	60	145	(F)
Xiangjiaba	China			52	- /06	- /10	- /14	- /16	162	909
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
Tiouine	Morocco	F I W	Iriri	270	05/10	- /11	- /14	- /15	84	202	270	380	V	(1)	0.80	(1)*	0.80	(1)*			100	0	(-) -
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
Mamak	Turkey	F	Bağ	1	- /13	- /13	- /14	- /14	31	118	30
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
Daoliuhe [A]	China		Daoliuhe	123	- /12	- /13	- /14	- /15	60	187
Adigüzel II	Turkey	H	Büyük Menderes	15	- /12	- /13	- /14	- /15	61	145	150
Serro Azul	Brazil	W		303	- /12	- /13	- /14	- /15	66	1015
Kahe	China	W		20	- /12	- /13	- /14	- /15	72
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
Gokayama	Japan	F N W	Naka	40	06/12	06/14	07/15	03/18	103	556	634	935	V 1.00	(1) (1)	0.76	(1)	0.76	(1)	250	1000	104	26	(F)
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)
Tabellout [A-G]	Algeria	I W	Djen Djen	294	03/10	03/13	08/15	12/15	121	366	975			(12)		(12)		(12)*	300	300	85	45
Duck River	USA	W	Duck	31	01/14	- /15	09/15	- /16	41	90	121	128	0.10	(1) (3)			1.00	(1')* (3')*	300	300	107	55	(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
Güneysinir Alanözü	Turkey	I	Yangılı	3	- /13	- /14	- /15	- /15	38	270	71
Sariveliler Göktepe	Turkey	I	Gelenalan	1	- /13	- /14	- /15	- /15	39	330	69										60	0	(-) -
Igarapeba	Brazil	W	Una	69	- /13	- /14	- /15	- /16	61
Bergama Çamavlu	Turkey	I	Hasanderesi	1	- /14	- /14	- /15	- /15	40	241	69		0.10	(1)	0.80	(1)			300	300	85	35	(F)
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	(-) -
Xinchanghe	China		Xinchanghe	14	- /13	- /14	- /15	- /16	57	145
Shuishimen [A]	China		Tianhe	37	- /13	- /14	- /15	- /16	86			150
Dayakou [A]	China	H	Nanting	170	- /13	- /14	- /15	- /16	99	300		210
El Purgatorio	Mexico	F	Verde	35	06/13	- /14	- /15	- /16	38	200	400		0.25		1.00		1.00
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)
Akçakoca	Turkey	I W	Sarma	2	01/13	05/15	10/16	- /17	66	148	85	130	0.10	(1)	0.80	(1)	0.80	(12)	300
Ardil	Turkey	I	Ardil	11	03/13	05/14	12/16	02/17	54	266	108	158	V	(1)	0.80	(1)*	0.80	(12)	300	600	75	75
Kargi	Turkey	H	Sakarya	50	- /11	- /15	12/16	06/17	95	270	535
Boqaata	Lebanon	W	Boqaata	6	07/12	04/15	12/16	12/21	72	222	200	255	V 0.80	(12)	0.80	(3')*	0.80	(3')*	300	300	90	0	(-) -
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
Cacimba Nova	Brazil	I W		3	- /13	- /14	- /16	- /16	18	196	52
Lianhua	China	H	Lianhuaxi	33	- /10	- /14	- /16	- /17	30	333
Hechuan	China	H	Jialingjiang	11	- /12	- /14	- /16	- /17	51
Kelebek	Turkey	I W	Kelebek	23	- /12	- /14	- /16	- /17	62	193	74	97	0.10	(1)	0.80	(1)	0.80	(12)	300	300	120		(F)
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)
Güdül Kırkkavak	Turkey	I W	Ormanlik	1	- /14	- /15	- /16	10/17	49	265	114
Zongo II	DR Congo	H			05/12	- /15	- /16	- /17	20
Rkiza	Morocco	F I W		17	- /13	- /15	- /16	- /17	26	500	55	60	V	(5)	0.85	(1)*	0.85	(1)*
Nazilli İsabeyli	Turkey	I	İsabeyli Deresi	1	- /14	- /15	- /16	- /17	42	148	70
Oltu Sivridere	Turkey	I	Limontozu	1	- /14	- /15	- /16	- /17	46	63	269
Karareis	Turkey	W	Camibogazi	10	- /14	- /15	- /16	- /17	50	295	142	173	0.05	(3')	0.80	(3')	0.80	(12)	300	300	98	52	(F)
Guanchang	China	H I W	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	(-) -
Ibn Hammad	Jordan	G W	Ibn Hammad	4	- /15	12/16	07/17	- /22	56	160	160	160	0.30	(1)	0.70	(1)*	0.70	(1)*	300	300	90 100	0 0	(-) -
Enciso	Spain	I W	Cidacos	47	- /08	08/14	07/17	09/18	103	376	695	765	V	(1)	0.80	(1)*	0.80	(1)*	300	300	60	140	(F)
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	(-) -
Moragahakanda	Sri Lanka	I	Amban Ganga	521	01/07	- /13	- /17	07/18	65
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)
Ouldjet Mellegue	Algeria	I W	Mellegue	155	10/11	- /13	- /17	- /18	51	900	245	320	V	(11)	0.90	(10)	0.90	(12)	300	300	110	0	(-) -
El Bolsón	Argentina	I W	Albigasta	38	- /08	- /13	- /17	- /19	64	380		279
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
Shangshui [A]	China	I W		12	- /13	- /15	- /17	- /18	58	269
Kagong	China	H	Lancang	81	- /13	- /15	- /17	- /19	97	237
Sinop	Brazil	H	Teles Pires		- /14	- /15	- /17	- /19	17
Üniversite	Turkey	W	Çırçıp	1	- /15	- /16	- /17	- /17	36	110	20
Incir	Turkey	H	Buyuk Cay		- /13	- /16	- /17	- /18	150
Ergani	Turkey	I	Golkum	15	- /14	- /16	- /17	- /18	54	229	127	161	0.10	(1)	0.80	(1)	0.80	(12)	300		90	60	(F)
Ximihe	China	H I W	Ximihe	17	- /14	- /16	- /17	- /18	88	147
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
Çamoluk Alısız	Turkey	I	Alısızın Deresi	1	- /16	- /16	- /17	- /18	23	83	14		V		0.70		0.70
Irahara	Japan	F W	Harai	29	07/14	07/15	03/18	03/19	81	295	372	419	V 0.60	(1) (1)	0.77	(1)	0.77	(1)	250	1000	84	36	(F)
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)
Neckartal	Namibia	I	Fish	857	09/13	11/15	05/18	04/19	83	520	836	1043	0.20	(3')	0.70	(3')*	0.70	(12)	300	300	65 65	120 45	(F)
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
Shangcun	China	W	Shangcunxi	123	- /11	- /14	- /18	- /19	89	338
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)
Kavsaktepe	Turkey	I	Robozik	16	09/08	- /14	- /18	- /20	76	268	518	540	0.10	(1)	0.80	(1)*	0.80	(1)	300	300	95	45	(N)
Tuy IV	Venezuela	W	Cuira		- /14	- /16	- /18	- /19	135		1700	1950
Datengxia	China	H	Qianjiang	3479	- /14	- /16	- /18	07/20	80
Colonia	Brazil	W	Colonia	62	09/15	- /17	- /18	09/18	21	195	30	34
Zhuangli	China	F H I W	Shizhe	133	- /15	- /17	- /18	- /19	44	49
Ain Ksob	Morocco		Daliya	17	- /15	- /17	- /18	- /19	47
Cudi-Circip	Turkey	I	Circip	2	- /16	- /17	- /18	- /19	30	213	48	59	0.10	(1)	0.80	(1)	0.80	(12)	300	1200	98	52
Yeşilvadi (Beylerderesi)	Turkey	I	Beyler	5	- /16	- /17	- /18	- /19	39	249	170		V	(1)	1.00	(1)			330	330	93	62	(F)
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)
Panelas II	Brazil	W		23	- /16	- /17	06/19	- /20	55
Taşköprü Hasanlı	Turkey	I W	Ayvali	988	06/14	04/17	08/19	11/19	43	157	37	46	0.10	(1)	0.80	(1)			300		66	44	(F)
Tasköprü Çay	Turkey	I W	Uludere	1	03/17	07/18	09/19	08/20	52	122	55		0.10	(1)	0.80	(1)			300		75	50
Karamürsel Ihsaniye	Turkey	I W	Suludere	9	03/16	07/17	09/19	10/19	69	212	130	185	0.10	(1)	0.80	(1)			300	300	75	45	(F)
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)
Wala Dam Raise	Jordan	G	Wala	26	09/17	06/19	10/19	07/20	67	300	80	82	0.30	(1)	0.70	(1)*	0.70	(1)*	300	300	98	52	(N)
Sanhekou [A-G]	China		Ziwuhe	710	- /11	10/16	12/19	06/20	142	472
Taquarembó	Brazil	W	Taquarembó		05/08	- /10	- /19	- /20	33	330
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)
Ghadrooni	Iran	G I W	Gharanghou	44	- /08	- /14	- /19	- /20	44	352	106	147
Shahri-koor	Iran		Barisan (nahang)	103	- /12	- /15	- /19	- /21	60	326		330
Pingzhai	China	H I W	Sanchahe	1089	- /13	- /15	- /19	- /21	163
Bicentennial/Los Pilares	Mexico	F I W	Mayo	478	02/14	- /16	- /19	08/20	73	232	600								300	300
Capulin-San Pablo	Costa Rica	H	Tárcoles		- /15	- /16	- /19	- /20	49
Mandian	China			12340	- /15	- /16	- /19	- /20	78	231
Mangshan	China	F H I W	Changlehe	133	- /15	- /17	- /19	- /20	101	355
Negreiros	Brazil	W			- /17	- /18	- /19	- /20	35	249	56
Yunzhen	China	F I W		96	- /16	- /19	03/20	01/21	76	173
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)
Agdez	Morocco	F I W	Draa	247	05/16	03/19	09/20	06/21	110	317	833	993	V	(1)	0.80	(1)*	0.80	(1)*					(N)
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)
Sharab Garod	Iran	I	Sharab Garod	1	- /12	- /14	- /20	- /22	15	75		12
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)
Ballikaya	Turkey	W	Mudurnu	143	- /13	- /15	- /20	- /23	98	357	800		0.10 0.35	(1)	0.70	(1)			300	300	63 83	63 83
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)
Dereçati	Turkey	I	Büyükdere	2	- /16	- /18	- /20	- /21	51	174	110
Wangjiazhou	China		Tuoxi	21	- /16	- /18	- /20	- /21	62	310
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
Miguillas	Brazil				- /17	- /19	- /20	- /21	35
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)*
Bouhdid	Algeria	F	Oued Bouhdid	1	- /18	- /19	- /20	- /21	30	260		60	0.10		0.90
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
Kabagawa	Japan	F W	Kaba	11	10/14	11/16	05/21	09/22	89	266	242	448	V 0.40	(1) (1)	0.77	(1)	0.77	(1)	250	1000	91	39	(F)
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
Hekou [A]	China			37	- /17	- /19	12/21	- /22	83	193
El Zapotillo	Mexico	W	Verde	910	- /09	11/11	- /21	- /22	132	271	1100	1200	V	(3')	0.83	(3)*	0.83	(3)*	300	300	60 to 80	50 to 70	(S)
Divaresh	Iran	I W	Kharshak	3	- /13	- /15	- /21	- /23	45	195
Kaddoussa	Morocco	F I W	Guir	220	- /16	- /18	- /21	- /21	62	271	180	210	V	(1)	0.80	(1)*	0.80	(1)*	300	300			(N)
Tiddas	Morocco	F I W	Bou Regreg	500	- /16	- /18	- /21	- /22	106	345	900	1	V	(5)	0.80	(1)*	0.80	(1)*	300	300
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
Gümüshane Bahçecik	Turkey	W	Şenkale Deresi	3	06/17	11/18	- /21	- /22	67	273	148		0.10	(1)	0.80	(1)*			300	300			(N)
Toudgha	Morocco	F I W	Toudgha	33	11/17	- /19	- /21	- /22	68				V	(1)	0.90	(1)*	0.90	(1)*
San Julian	Mexico	W	Fuerte		- /16	- /19	- /21	- /22	44	240
Song Giang 1 (formerly La Trong)	Vietnam	H I	Song Gianh		- /16	- /19	- /21	- /22	76
Toga	Japan	F I N	Toga	31	- /17	- /19	- /21	- /22	112	232		570	0.10 0.60	(1) (1)	0.69	(1)	0.69	(1)
Davarlı	Turkey	I	Kara Creek	1	- /16	- /19	- /21	- /23	39	119	34
Gürün Çamlıca	Turkey	I	Kırkgöz Creek	1	- /17	- /19	- /21	- /23	28	142	28		0.10		0.80				300		80	32
Bastora	Iraq	I W	Bastora	206	- /13	03/19	- /21	- /22	85	577	1160	1223	V		0.80		0.80
Niulu	China	H	Niulushi	66	- /18	- /20	- /21	- /22	80	391
Salipazan	Turkey	I W	Degimendere	16	- /17	- /20	- /21	- /22	89	396	430
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
Fask	Morocco	F I W	Assayad	79	07/17	01/19	12/22	07/23	77	830	1400		0.10	(1)	0.80	(1)	0.80	(1)	300	300			(N)
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
Baghan	Iran	F I W	Baghan	32	- /14	- /18	- /22	- /26	58	311		220
Kağızman	Turkey	I W	Kötek	22	- /16	- /19	- /22	- /24	69	163	180		0.10	(1)	0.80	(1)
Tingzikou	China	F H I N W	Jialing	4067	11/09	- /19	- /22	- /25	116	995
Ulus Eldeş	Turkey	I W	Karakuz Creek	1	- /16	- /20	- /22	- /23	46	125	38		V 0.10	(1) (1)	0.80	(1)			300		83	68	(F)
Haciömer	Turkey	I	Say	4	- /18	- /20	- /22	- /23	50	173	94		V	(1)	0.80	(1)
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
Çalıcaalan	Turkey	I	Gök Creek	1	- /15	- /20	- /22	- /24	33	195	50
Tersun	Turkey	I	Tersun	9	- /16	- /20	- /22	- /24	54	273	205		0.05	(1)	0.80	(1)
Uluhan	Turkey	I	Gök Creek	1	- /17	- /20	- /22	- /24	31	228	30
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
Huangzangsi	China		Heihe	403	- /16	08/20	- /22	- /23	123
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
La Libertad	Mexico	W	San Fernando	221	- /20	- /21	- /23	- /24	47
Yozgat (Akdagmadeni) Bahçecik	Turkey	I	Gökdelen	33	- /15	- /18	- /23	- /24	70	494	614		V	(1)	0.80	(1)			300		84	56	(F)
Göle Durançam	Turkey	I	Kür Çayı	37	- /16	- /19	- /23	- /24	22	107	22		V		0.70
Akçali-2	Turkey	I	Sagin	1	- /16	- /19	- /23	- /24	40	148		72	0.10	(1)	0.70	(1)*	0.70	(12)	300	300	90	60	(F)
Akçali-1	Turkey	I	Sağın Creek	3	- /16	- /19	- /23	- /24	43	291	120		0.10	(1)	0.80	(1)*	0.80	(12)	300	300			(F)
Gündüzler	Turkey	I	Degirmen	8	- /16	- /19	- /23	- /24	65		280		V	(1)	0.75	(1)			300	300	113	37	(F)
Bahçecik	Turkey	W		3	- /16	- /19	- /23	- /24	69		204
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
Uzundere	Turkey	I	Uzun Creek	1	- /16	- /20	- /23	- /24	42	59	35
Kohala	Pakistan	H	Jhelum	49	- /16	- /20	- /23	- /24	69	270
Aldegirmen	Turkey	I W	Akasya	24	- /17	- /20	- /23	- /24	59	227		189	V	(1)	0.80	(1)*	0.80	(12)	300	300	55	45	(F)
Akçakoca Altunçay	Turkey	I	Kilsuyu Creek	1	- /18	- /20	- /23	- /24	33	95
Inandik	Turkey	I	Inandik	31	04/18	- /20	- /23	- /24	63	343	271		0.15	(1)	0.80	(1)			300		80	80
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)
Zimari	Turkey	W	Zimari	2	- /18	- /21	- /23	- /24	37	126		80
Üzengili	Turkey	I	Büyük Creek	1	- /18	- /21	- /23	- /24	50	157	94		0.10	(1)	0.80	(1)
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
Gölecik	Turkey	I W	Gölecik	36	12/16	02/21	06/24	- /24	95	424		900	V	(3')	0.80	(3')*	0.80	(12)	300	300	72	48	(F)
Ntabalanga	South Africa	I W	Itsitsa		09/19	07/22	10/24	05/25	75	240
Asuwagawa [A-G]	Japan	F	Beko	29	07/06	- /18	- /24	- /26	96
Monti Nieddu (Sa Stria)	Italy	I W	Monti Nieddu	35	01/98	01/18	- /24	- /25	88	360	333	449	0.05	(1)	0.75	(1)*	0.75	(1)	300	300	90	55	(F)
My Ly	Vietnam	H	Cai	392	- /19	- /20	- /24	- /25	118	271
Tateno	Japan	F	Shirakawa		- /18	- /21	- /24	- /26	87
Gwayi-Shangani	Zimbabwe	W	Gwayi	634	09/04	- /22	- /24	- /25	70	305		300									60	140	(F)
Dashte Palang	Iran	F I W	Dashte Palang	151	07/13	- /22	- /24	- /25	56	350	540	690
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
Tekke Kavakli	Turkey	I W	Çat	2	- /19	- /22	- /24	- /25	42	325	225
Ula Çıtlık	Turkey	I	Büyükdere	1	- /17	- /22	- /24	- /26	29	125	30
Kala	China	H	Yalong	234	- /20	- /22	- /24	- /26	128			2560
Mashkid 2	Iran	F I W	Simish & Mashkid	115	10/17	04/22	- /24	- /25	36	1450	650	850
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
Nwamitwa	South Africa	W	Groot Letaba		- /17	- /22	- /25	- /26	44	350	170	226
Porvenir II [A-G]	Colombia	H	North Samaná		- /18	- /22	- /26	- /27	140	548			V	(3')	0.50	(3')*			300	300
Sarıçay	Turkey	W	Sançay	67	- /20	- /22	- /26	- /27	125	441	1163
Tang e Mashooreh	Iran	F I W	Kaskkan	55	- /13	- /22	- /28	- /29	73	220

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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)

Nangankou

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Zaoshui

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/69

Start of RCC: -/69

End of RCC: -/71

End of Project: -/72

Specifications

Height: 32 metres

Length: 85 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Langshan

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): unknown

River: Dinggeniu

Reservoir capacity: 33 m³x10⁶

Construction Dates

Start of Project: -/74

Start of RCC: -/74

End of RCC: -/78

End of Project: -/79

Specifications

Height: 41 metres

Length: 173 metres

Volume of RCC: -

Total volume: 36 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

Shimajigawa

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Shimaji

Reservoir capacity: 21 m³x10⁶

Construction Dates

Start of Project: 09/76

Start of RCC: 09/76

End of RCC: 04/80

End of Project: 03/81

Specifications

Height: 89 metres

Length: 240 metres

Volume of RCC: 165 m³x10³

Total volume: 317 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
150 to	500
200	700

Cementitious material

Cement (kg/m³)
84

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

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

Willow Creek

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control / Recreation

River: Willow Creek

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 11/81

Start of RCC: 11/81

End of RCC: 09/82

End of Project: 04/83

Specifications

Height: 52 metres

Length: 543 metres

Volume of RCC: 331 m³x10³

Total volume: 331 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
0.80	Unformed face of RCC

Spillway

Slope	Type
0.80	Unformed face of RCC

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
47

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

Copperfield

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Copperfield

Reservoir capacity: 20 m³x10⁶

Construction Dates

Start of Project: 12/83

Start of RCC: 12/83

End of RCC: 09/84

End of Project: 09/84

Specifications

Height: 40 metres

Length: 340 metres

Volume of RCC: 140 m³x10³

Total volume: 156 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
Vertical	RCC against formwork
0.90	Unformed face of RCC

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

Middle Fork

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Middle Fork

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 05/84

Start of RCC: 05/84

End of RCC: 09/84

End of Project: 11/84

Specifications

Height: 38 metres

Length: 125 metres

Volume of RCC: 42 m³x10³

Total volume: 43 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
conduit

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
66

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

Carroll E. Ecton - formerly Winchester

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Upper Howard Creek

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 06/84

Start of RCC: 06/84

End of RCC: 11/84

End of Project: 01/85

Specifications

Height: 23 metres

Length: 363 metres

Volume of RCC: 24 m³x10³

Total volume: 27 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels with geomembrane

Downstream

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

Spillway

Slope	Type
1.00	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
104

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

Carroll E. Ecton - formerly Winchester completed

Galesville

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

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

River: Cow Creek

Reservoir capacity: 52 m³x10⁶

Construction Dates

Start of Project: 07/84

Start of RCC: 07/84

End of RCC: 08/85

End of Project: 10/85

Specifications

Height: 50 metres

Length: 290 metres

Volume of RCC: 161 m³x10³

Total volume: 171 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Unformed face of RCC

Spillway

Slope	Type
0.80	Unformed face of RCC

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
53

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

Castilblanco de los Arroyos

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Cala

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 07/84

Start of RCC: 07/84

End of RCC: 10/85

End of Project: 12/85

Specifications

Height: 25 metres

Length: 124 metres

Volume of RCC: 14 m³x10³

Total volume: 20 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	Traditional concrete against formwork
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
450	450

Cementitious material

Cement (kg/m³)
72
61

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

Kengkou

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Youxi

Reservoir capacity: 27 m³x10⁶

Construction Dates

Start of Project: 11/84

Start of RCC: 11/84

End of RCC: 04/86

End of Project: 11/86

Specifications

Height: 57 metres

Length: 123 metres

Volume of RCC: 43 m³x10³

Total volume: 62 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.75	RCC against precast concrete blocks

Spillway

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

Placement

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

Cementitious material

Cement (kg/m³)
60
60

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

Craigbourne

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Coal

Reservoir capacity: 13 m³x10⁶

Construction Dates

Start of Project: 01/86

Start of RCC: 01/86

End of RCC: 06/86

End of Project: 08/86

Specifications

Height: 25 metres

Length: 247 metres

Volume of RCC: 22 m³x10³

Total volume: 24 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
1.00	Unformed face of RCC

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

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

Tamagawa

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Tama

Reservoir capacity: 254 m³x10⁶

Construction Dates

Start of Project: 08/80

Start of RCC: 08/80

End of RCC: 07/86

End of Project: 12/90

Specifications

Height: 100 metres

Length: 441 metres

Volume of RCC: 772 m³x10³

Total volume: 1150 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.81	Traditional concrete against formwork

Spillway

Slope	Type
0.81	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
150 -	750
200	1000

Cementitious material

Cement (kg/m³)
91

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

Grindstone Canyon

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Grindstone

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 09/85

Start of RCC: 09/85

End of RCC: 07/86

End of Project: 10/86

Specifications

Height: 42 metres

Length: 432 metres

Volume of RCC: 88 m³x10³

Total volume: 96 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
76

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

Monksville

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Wanaque

Reservoir capacity: 27 m³x10⁶

Construction Dates

Start of Project: 05/85

Start of RCC: 05/85

End of RCC: 08/86

End of Project: 11/86

Specifications

Height: 48 metres

Length: 670 metres

Volume of RCC: 219 m³x10³

Total volume: 232 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

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

Spillway

Slope	Type
0.78	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

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

De Mist Kraal

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Little Fish

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: 09/84

Start of RCC: 09/84

End of RCC: 08/86

End of Project: 10/87

Specifications

Height: 30 metres

Length: 300 metres

Volume of RCC: 35 m³x10³

Total volume: 65 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.60	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.60	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
58

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

Saco de Nova Olinda

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

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

River: Gravata

Reservoir capacity: 97 m³x10⁶

Construction Dates

Start of Project: 07/85

Start of RCC: 07/85

End of RCC: 10/86

End of Project: 06/87

Specifications

Height: 56 metres

Length: 230 metres

Volume of RCC: 132 m³x10³

Total volume: 143 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
55

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

Flag Boshielo - formerly Arabie

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Olifants

Reservoir capacity: 104 m³x10⁶

Construction Dates

Start of Project: 09/85

Start of RCC: 09/85

End of RCC: 11/86

End of Project: 07/87

Specifications

Height: 36 metres

Length: 455 metres

Volume of RCC: 101 m³x10³

Total volume: 142 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

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

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
36

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

Flag Boshielo - formerly Arabie completed

Zaaihoek

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Slang

Reservoir capacity: 190 m³x10⁶

Construction Dates

Start of Project: 05/85

Start of RCC: 05/85

End of RCC: 03/87

End of Project: 09/88

Specifications

Height: 47 metres

Length: 527 metres

Volume of RCC: 97 m³x10³

Total volume: 134 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	Traditional concrete against formwork [stepped face]
0.62

Spillway

Slope	Type
0.62	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
36

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

La Manzanilla

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Ibarrilla

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 11/86

Start of RCC: 11/86

End of RCC: 05/87

End of Project: 07/87

Specifications

Height: 36 metres

Length: 150 metres

Volume of RCC: 20 m³x10³

Total volume: 30 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
135

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

Lower Chase Creek

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Lower Chase Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 03/87

Start of RCC: 03/87

End of RCC: 06/87

End of Project: 07/87

Specifications

Height: 27 metres

Length: 122 metres

Volume of RCC: 14 m³x10³

Total volume: 22 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

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

Upper Stillwater

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Rock Creek

Reservoir capacity: 37 m³x10⁶

Construction Dates

Start of Project: 12/83

Start of RCC: 12/83

End of RCC: 08/87

End of Project: 12/87

Specifications

Height: 91 metres

Length: 815 metres

Volume of RCC: 1125 m³x10³

Total volume: 1281 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Slip-formed/extruded facing elements

Downstream

Slope	Type
0.32	Slip-formed/extruded facing elements
0.60	Slip-formed/extruded facing elements

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
79

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

Los Morales

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Morales

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 06/86

Start of RCC: 06/86

End of RCC: 10/87

End of Project: 12/87

Specifications

Height: 28 metres

Length: 200 metres

Volume of RCC: 22 m³x10³

Total volume: 26 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

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

Cementitious material

Cement (kg/m³)
80
74

Pozzolan (kg/m³)	Pozzolan Type
140	Low-lime flyash (ASTM Class F)
128

Les Olivettes

Full Dam Information

Details

Country: France

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: La Peyne

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: 08/86

Start of RCC: 08/86

End of RCC: 10/87

End of Project: 03/88

Specifications

Height: 36 metres

Length: 255 metres

Volume of RCC: 80 m³x10³

Total volume: 85 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Mechanically compacted unformed face of RCC

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

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

Elk Creek (as halted)

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Elk Creek

Reservoir capacity: 125 m³x10⁶

Construction Dates

Start of Project: 03/85

Start of RCC: 03/85

End of RCC: 01/88

End of Project: -/99

Specifications

Height: 35 metres

Length: 365 metres

Volume of RCC: 266 m³x10³

Total volume: 348 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Slip-formed/extruded facing elements

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
150	600

Cementitious material

Cement (kg/m³)
70

Pozzolan (kg/m³)	Pozzolan Type
33	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)

Ain al Koreima

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Akreuch

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 06/87

Start of RCC: 06/87

End of RCC: 02/88

End of Project: 03/88

Specifications

Height: 26 metres

Length: 124 metres

Volume of RCC: 17 m³x10³

Total volume: 20 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.60	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
350	350

Cementitious material

Cement (kg/m³)
70
140

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

Shiromizugawa

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Shiromizu

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 10/84

Start of RCC: 10/84

End of RCC: 06/88

End of Project: 04/90

Specifications

Height: 55 metres

Length: 367 metres

Volume of RCC: 142 m³x10³

Total volume: 314 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

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

Cementitious material

Cement (kg/m³)
96

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

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 -

Nunome

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Nunome

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 05/86

Start of RCC: 05/86

End of RCC: 10/88

End of Project: 12/89

Specifications

Height: 72 metres

Length: 322 metres

Volume of RCC: 110 m³x10³

Total volume: 330 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.76	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
78

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

Knellpoort

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Arch-Gravity

Purpose(s): Water Supply

River: Rietspruit

Reservoir capacity: 137 m³x10⁶

Construction Dates

Start of Project: 04/88

Start of RCC: 04/88

End of RCC: 11/88

End of Project: 09/89

Specifications

Height: 50 metres

Length: 200 metres

Volume of RCC: 45 m³x10³

Total volume: 59 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.60	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.60	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
61

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

Los Canchales

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Lácara

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: 05/88

Start of RCC: 05/88

End of RCC: 11/88

End of Project: 01/89

Specifications

Height: 32 metres

Length: 240 metres

Volume of RCC: 25 m³x10³

Total volume: 54 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
0.50	RCC against formwork [stepped face]
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.50	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
84
70

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

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)

Yuxi

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Water Supply

River: Yuxi

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/85

Start of RCC: -/85

End of RCC: -/88

End of Project: -/89

Specifications

Height: 38 metres

Length: 102 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

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 -

S.W. Freese (formerly Stacy - spillway)

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Colorado

Reservoir capacity: 700 m³x10⁶

Construction Dates

Start of Project: 05/87

Start of RCC: 05/87

End of RCC: 04/89

End of Project: 01/90

Specifications

Height: 31 metres

Length: 173 metres

Volume of RCC: 89 m³x10³

Total volume: 158 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.831	Unformed face of RCC

Spillway

Slope	Type
ogee	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
125

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

S.W. Freese (formerly Stacy - spillway) completed

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 -

Spitskop

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Harts

Reservoir capacity: 61 m³x10⁶

Construction Dates

Start of Project: 05/88

Start of RCC: 05/88

End of RCC: 06/89

End of Project: 11/89

Specifications

Height: 15 metres

Length: 100 metres

Volume of RCC: 17 m³x10³

Total volume: 36 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.70	RCC supported by fill shoulders

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
91

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

Rongdi

Full Dam Information

Details

Country: China

Owner: -

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

Wright’s Retarding Basin

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Point Hut Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 08/89

End of Project: 10/89

Specifications

Height: 18 metres

Length: 86 metres

Volume of RCC: 9 m³x10³

Total volume: 9 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
1.00	Mechanically compacted unformed face of RCC

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
145

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

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

Wolwedans

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Arch-Gravity

Purpose(s): Water Supply

River: Great Brak

Reservoir capacity: 24 m³x10⁶

Construction Dates

Start of Project: 11/87

Start of RCC: 11/87

End of RCC: 10/89

End of Project: 11/90

Specifications

Height: 70 metres

Length: 268 metres

Volume of RCC: 180 m³x10³

Total volume: 210 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.50	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.50	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
58

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

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)

Dodairagawa

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Kabura

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 03/86

Start of RCC: 03/86

End of RCC: 01/90

End of Project: 03/92

Specifications

Height: 70 metres

Length: 300 metres

Volume of RCC: 167 m³x10³

Total volume: 350 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
180	500

Cementitious material

Cement (kg/m³)
96

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

Quail Creek South

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Quail Creek

Reservoir capacity: 50 m³x10⁶

Construction Dates

Start of Project: 02/90

Start of RCC: 02/90

End of RCC: 05/90

End of Project: 08/90

Specifications

Height: 42 metres

Length: 610 metres

Volume of RCC: 130 m³x10³

Total volume: 150 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

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

Spillway

Slope	Type
conduit

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

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)

Concepción

Full Dam Information

Details

Country: Honduras

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Concepción

Reservoir capacity: 35 m³x10⁶

Construction Dates

Start of Project: 12/88

Start of RCC: 12/88

End of RCC: 06/90

End of Project: 08/90

Specifications

Height: 68 metres

Length: 694 metres

Volume of RCC: 270 m³x10³

Total volume: 290 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.075	Traditional concrete against formwork with external geomembrane

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
65

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

Wriggleswade

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Kubusie

Reservoir capacity: 94 m³x10⁶

Construction Dates

Start of Project: 07/88

Start of RCC: 07/88

End of RCC: 07/90

End of Project: 12/90

Specifications

Height: 34 metres

Length: 737 metres

Volume of RCC: 134 m³x10³

Total volume: 165 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	Traditional concrete against formwork [stepped face]
0.62

Spillway

Slope	Type
0.62	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
44

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

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)

Maroño

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Izoria and Idas

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 08/90

End of Project: 11/91

Specifications

Height: 53 metres

Length: 182 metres

Volume of RCC: 80 m³x10³

Total volume: 91 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

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

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80
65

Pozzolan (kg/m³)	Pozzolan Type
160	Low-lime flyash (ASTM Class F)
170

Caraibas - CEMIG

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Caraibas

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 04/90

Start of RCC: 04/90

End of RCC: 09/90

End of Project: 02/91

Specifications

Height: 26 metres

Length: 160 metres

Volume of RCC: 18 m³x10³

Total volume: 22 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

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

Asari

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Asari

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: 07/86

Start of RCC: 07/86

End of RCC: 09/90

End of Project: 03/93

Specifications

Height: 74 metres

Length: 390 metres

Volume of RCC: 259 m³x10³

Total volume: 517 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
180	500

Cementitious material

Cement (kg/m³)
96

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

Aoulouz

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: Souss

Reservoir capacity: 110 m³x10⁶

Construction Dates

Start of Project: 03/88

Start of RCC: 03/88

End of RCC: 09/90

End of Project: 11/91

Specifications

Height: 79 metres

Length: 476 metres

Volume of RCC: 680 m³x10³

Total volume: 850 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.85	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.85	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
500	500

Cementitious material

Cement (kg/m³)
120
90

Pozzolan (kg/m³)	Pozzolan Type
0	Milled sand
0

Hervás

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Hervás

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 09/90

End of Project: 10/90

Specifications

Height: 33 metres

Length: 210 metres

Volume of RCC: 24 m³x10³

Total volume: 43 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.15	Traditional concrete against formwork

Downstream

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

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

Freeman diversion

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Groundwater Recharge

River: Santa Clara

Reservoir capacity: -

Construction Dates

Start of Project: 03/90

Start of RCC: 03/90

End of RCC: 09/90

End of Project: -/91

Specifications

Height: 17 metres

Length: 366 metres

Volume of RCC: 101 m³x10³

Total volume: 110 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Unformed face of RCC

Spillway

Slope	Type
0.80	Unformed face of RCC

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
125

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

Kamuro

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Kaneyama

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: 07/86

Start of RCC: 07/86

End of RCC: 10/90

End of Project: 08/93

Specifications

Height: 61 metres

Length: 257 metres

Volume of RCC: 136 m³x10³

Total volume: 307 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

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

Cementitious material

Cement (kg/m³)
96

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

Glen Melville

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Ecca

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: 02/88

Start of RCC: 02/88

End of RCC: 12/90

End of Project: 04/91

Specifications

Height: 32 metres

Length: 380 metres

Volume of RCC: 66 m³x10³

Total volume: 114 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

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

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
330	330

Cementitious material

Cement (kg/m³)
65

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

Thornlea

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Mlazi

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 06/90

Start of RCC: 06/90

End of RCC: 12/90

End of Project: 02/91

Specifications

Height: 17 metres

Length: 135 metres

Volume of RCC: 16 m³x10³

Total volume: 17 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.90	RCC against formwork [stepped face]

Spillway

Slope	Type
0.90	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
170	170

Cementitious material

Cement (kg/m³)
38

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

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)

Gameleiras

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

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

River: Gameleiras

Reservoir capacity: 145 m³x10⁶

Construction Dates

Start of Project: 07/90

Start of RCC: 07/90

End of RCC: 04/91

End of Project: 05/91

Specifications

Height: 29 metres

Length: 150 metres

Volume of RCC: 27 m³x10³

Total volume: 29 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type

Spillway

Slope	Type
	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
52

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

Cuchillo Negro

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Cuchillo Negro

Reservoir capacity: -

Construction Dates

Start of Project: 10/89

Start of RCC: 10/89

End of RCC: 05/91

End of Project: 07/91

Specifications

Height: 50 metres

Length: 186 metres

Volume of RCC: 75 m³x10³

Total volume: 82 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
0.90	Unformed face of RCC

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
77

Pozzolan (kg/m³)	Pozzolan Type
59	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)

New Victoria

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Munday Brook

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 08/90

Start of RCC: 08/90

End of RCC: 08/91

End of Project: 11/91

Specifications

Height: 52 metres

Length: 285 metres

Volume of RCC: 121 m³x10³

Total volume: 135 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Slip-formed/extruded facing elements

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
79

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

Burguillos del Cerro

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Ribera de los Montes

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 12/90

Start of RCC: 12/90

End of RCC: 09/91

End of Project: 12/91

Specifications

Height: 24 metres

Length: 167 metres

Volume of RCC: 25 m³x10³

Total volume: 33 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Slip-formed/extruded facing elements

Downstream

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

Spillway

Slope	Type
0.60	Reinforced concrete cast against precast units or slip-formed facing elements [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

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)

La Puebla de Cazalla

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Corbones

Reservoir capacity: 74 m³x10⁶

Construction Dates

Start of Project: 03/88

Start of RCC: 03/88

End of RCC: 10/91

End of Project: 12/91

Specifications

Height: 71 metres

Length: 220 metres

Volume of RCC: 205 m³x10³

Total volume: 220 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork
0.20	RCC against formwork

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.80	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

Belén-Cagüela

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 03/91

Start of RCC: 03/91

End of RCC: 10/91

End of Project: 10/91

Specifications

Height: 31 metres

Length: 160 metres

Volume of RCC: 24 m³x10³

Total volume: 29 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73

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

Choldocogagna

Full Dam Information

Details

Country: France

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Lessarte

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 04/91

Start of RCC: 04/91

End of RCC: 10/91

End of Project: 12/91

Specifications

Height: 36 metres

Length: 100 metres

Volume of RCC: 19 m³x10³

Total volume: 23 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Mechanically compacted unformed face of RCC

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

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

Belén-Gato

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 07/91

Start of RCC: 07/91

End of RCC: 11/91

End of Project: 11/91

Specifications

Height: 34 metres

Length: 158 metres

Volume of RCC: 36 m³x10³

Total volume: 41 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73

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

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)

Caballar I

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 09/91

Start of RCC: 09/91

End of RCC: 12/91

End of Project: 12/91

Specifications

Height: 16 metres

Length: 98 metres

Volume of RCC: 6 m³x10³

Total volume: 7 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73

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

Amatisteros III

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/91

Start of RCC: -/91

End of RCC: 12/91

End of Project: -/92

Specifications

Height: 15 metres

Length: 75 metres

Volume of RCC: 4 m³x10³

Total volume: 5 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork

Spillway

Slope	Type
0.75	RCC against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73

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

Maoeryan

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): unknown

River: Shiqi

Reservoir capacity: 33 m³x10⁶

Construction Dates

Start of Project: -/68

Start of RCC: -/68

End of RCC: -/91

End of Project: -/93

Specifications

Height: 35 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

Belén-Flores

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 09/91

Start of RCC: 09/91

End of RCC: 01/92

End of Project: 01/92

Specifications

Height: 28 metres

Length: 87 metres

Volume of RCC: 10 m³x10³

Total volume: 12 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73

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

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)

Alan Henry Spillway

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Double Mountain Fork

Reservoir capacity: 140 m³x10⁶

Construction Dates

Start of Project: 03/91

Start of RCC: 03/91

End of RCC: 04/92

End of Project: -/93

Specifications

Height: 25 metres

Length: 84 metres

Volume of RCC: 22 m³x10³

Total volume: 23 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
1.10	Unformed face of RCC

Spillway

Slope	Type
ogee	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
119

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

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

Jim Wilson (formerly Town Wash Detention)

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Town Wash

Reservoir capacity: -

Construction Dates

Start of Project: 01/92

Start of RCC: 01/92

End of RCC: 05/92

End of Project: 06/92

Specifications

Height: 18 metres

Length: 264 metres

Volume of RCC: 43 m³x10³

Total volume: 45 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Slip-formed/extruded facing elements

Downstream

Slope	Type
1.50	RCC against formwork

Spillway

Slope	Type
1.50	RCC against formwork [stepped face]
	Unformed face of RCC [stepped face]

Placement

Layers (mm)	Lifts (mm)
200	200

Cementitious material

Cement (kg/m³)
107

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

Jim Wilson (formerly Town Wash Detention) completed

Urdalur

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Alzania

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 03/90

Start of RCC: 03/90

End of RCC: 07/92

End of Project: 10/92

Specifications

Height: 58 metres

Length: 396 metres

Volume of RCC: 150 m³x10³

Total volume: 240 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
72

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

Christian E. Siegrist

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Mill

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: 09/91

Start of RCC: 09/91

End of RCC: 07/92

End of Project: -/93

Specifications

Height: 40 metres

Length: 213 metres

Volume of RCC: 69 m³x10³

Total volume: 70 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels with geomembrane

Downstream

Slope	Type
0.80	Unformed face of RCC

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
59

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

Taung

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Harts

Reservoir capacity: 66 m³x10⁶

Construction Dates

Start of Project: 06/90

Start of RCC: 06/90

End of RCC: 09/92

End of Project: 05/93

Specifications

Height: 50 metres

Length: 320 metres

Volume of RCC: 132 m³x10³

Total volume: 153 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

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

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
44

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

Arriarán

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Arriarán

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 10/91

Start of RCC: 10/91

End of RCC: 09/92

End of Project: 02/94

Specifications

Height: 58 metres

Length: 206 metres

Volume of RCC: 110 m³x10³

Total volume: 113 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
0.70	RCC against formwork [stepped face]

Spillway

Slope	Type
0.70	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

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

Zintel Canyon

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Zintel

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 03/92

Start of RCC: 03/92

End of RCC: 10/92

End of Project: 12/92

Specifications

Height: 39 metres

Length: 158 metres

Volume of RCC: 54 m³x10³

Total volume: 55 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
0.85	Unformed face of RCC

Spillway

Slope	Type
0.85	Unformed face of RCC

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
74

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

Kroombit

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: Kroombit Creek

Reservoir capacity: 13 m³x10⁶

Construction Dates

Start of Project: 03/92

Start of RCC: 03/92

End of RCC: 10/92

End of Project: 12/92

Specifications

Height: 26 metres

Length: 250 metres

Volume of RCC: 84 m³x10³

Total volume: 110 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
82

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

Burton Gorge

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Isaac

Reservoir capacity: 20 m³x10⁶

Construction Dates

Start of Project: 07/92

Start of RCC: 07/92

End of RCC: 11/92

End of Project: 12/92

Specifications

Height: 26 metres

Length: 285 metres

Volume of RCC: 64 m³x10³

Total volume: 68 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with geomembrane
1.00	Unformed face of RCC

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]
1.00	Unformed face of RCC

Spillway

Slope	Type
0.80	Reinforced concrete cast against precast units or slip-formed facing elements [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

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

Ryumon

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Sakoma

Reservoir capacity: 42 m³x10⁶

Construction Dates

Start of Project: 09/87

Start of RCC: 09/87

End of RCC: 11/92

End of Project: 03/97

Specifications

Height: 100 metres

Length: 378 metres

Volume of RCC: 521 m³x10³

Total volume: 836 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
150 -	750 -
200	1000

Cementitious material

Cement (kg/m³)
91

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

Joumoua

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Joumoua

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: 07/89

Start of RCC: 07/89

End of RCC: 11/92

End of Project: 12/92

Specifications

Height: 57 metres

Length: 250 metres

Volume of RCC: 150 m³x10³

Total volume: 200 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
350	350

Cementitious material

Cement (kg/m³)
105
180

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

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)

Trigomil

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Ayuguila

Reservoir capacity: 324 m³x10⁶

Construction Dates

Start of Project: 12/86

Start of RCC: 12/86

End of RCC: 12/92

End of Project: 12/93

Specifications

Height: 107 metres

Length: 250 metres

Volume of RCC: 362 m³x10³

Total volume: 681 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels
0.24

Downstream

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

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
148

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

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

Paxton

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Tsorwo

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/90

Start of RCC: -/90

End of RCC: 12/92

End of Project: -/92

Specifications

Height: 17 metres

Length: 70 metres

Volume of RCC: 3 m³x10³

Total volume: 3 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
Vertical	RCC against formwork
0.50

Spillway

Slope	Type
0.50	RCC against formwork

Placement

Layers (mm)	Lifts (mm)
150	150

Cementitious material

Cement (kg/m³)
70

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

Hattabara

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Ashida

Reservoir capacity: 60 m³x10⁶

Construction Dates

Start of Project: 08/88

Start of RCC: 08/88

End of RCC: -/92

End of Project: 03/98

Specifications

Height: 85 metres

Length: 325 metres

Volume of RCC: 228 m³x10³

Total volume: 500 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

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

Cementitious material

Cement (kg/m³)
84

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

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)

Elmer Thomas - replacement

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Recreation

River: Little Medicine Creek

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 02/92

Start of RCC: 02/92

End of RCC: 02/93

End of Project: 05/93

Specifications

Height: 34 metres

Length: 128 metres

Volume of RCC: 29 m³x10³

Total volume: 34 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.64	Traditional concrete against formwork

Spillway

Slope	Type
none

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)

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

Imi el Kheng

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: Oued Berhil

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: 04/92

Start of RCC: 04/92

End of RCC: 07/93

End of Project: 04/94

Specifications

Height: 39 metres

Length: 170 metres

Volume of RCC: 97 m³x10³

Total volume: 109 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100
110

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

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)

Clifford D. Craig (formerly Spring Hollow)

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: off-stream

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: 10/92

Start of RCC: 10/92

End of RCC: 08/93

End of Project: -/94

Specifications

Height: 74 metres

Length: 302 metres

Volume of RCC: 222 m³x10³

Total volume: 223 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels with geomembrane

Downstream

Slope	Type
0.80	Unformed face of RCC

Spillway

Slope	Type
none

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
53

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

Clifford D. Craig (formerly Spring Hollow) completed

Hudson River Nº11

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Mountain Creek

Reservoir capacity: -

Construction Dates

Start of Project: 11/92

Start of RCC: 11/92

End of RCC: 08/93

End of Project: -/93

Specifications

Height: 21 metres

Length: 168 metres

Volume of RCC: 26 m³x10³

Total volume: 28 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels with geomembrane

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
119

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

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)

Sierra Brava

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Pizarroso

Reservoir capacity: 232 m³x10⁶

Construction Dates

Start of Project: 12/90

Start of RCC: 12/90

End of RCC: 11/93

End of Project: 12/93

Specifications

Height: 54 metres

Length: 835 metres

Volume of RCC: 277 m³x10³

Total volume: 340 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	Slip-formed/extruded facing elements

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

Kodama

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Kodama

Reservoir capacity: 14 m³x10⁶

Construction Dates

Start of Project: 10/89

Start of RCC: 10/89

End of RCC: 12/93

End of Project: 03/97

Specifications

Height: 102 metres

Length: 280 metres

Volume of RCC: 358 m³x10³

Total volume: 570 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.76	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
91

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

Villaumur (La Cantache)

Full Dam Information

Details

Country: France

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Le Cantache

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: 07/93

Start of RCC: 07/93

End of RCC: 12/93

End of Project: 03/94

Specifications

Height: 16 metres

Length: 147 metres

Volume of RCC: 11 m³x10³

Total volume: 15 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast before RCC placement

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

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

Vinoramas

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: El Bledal

Reservoir capacity: 102 m³x10⁶

Construction Dates

Start of Project: 10/91

Start of RCC: 10/91

End of RCC: 12/93

End of Project: 01/94

Specifications

Height: 50 metres

Length: 807 metres

Volume of RCC: 117 m³x10³

Total volume: 184 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
100	Milled sand

Miyatoko

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Miyatoko

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 06/89

Start of RCC: 06/89

End of RCC: 12/93

End of Project: 01/97

Specifications

Height: 48 metres

Length: 256 metres

Volume of RCC: 172 m³x10³

Total volume: 280 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.60	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
180	500

Cementitious material

Cement (kg/m³)
96

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

Daguangba

Full Dam Information

Details

Country: China

Owner: -

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)

Sahla

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Sahla

Reservoir capacity: 62 m³x10⁶

Construction Dates

Start of Project: 05/92

Start of RCC: 05/92

End of RCC: 12/93

End of Project: 07/94

Specifications

Height: 55 metres

Length: 160 metres

Volume of RCC: 130 m³x10³

Total volume: 160 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.90	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85
125

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

Guxian

Full Dam Information

Details

Country: China

Owner: -

Type: -

Purpose(s): unknown

River: Luohe

Reservoir capacity: 1175 m³x10⁶

Construction Dates

Start of Project: -/78

Start of RCC: -/78

End of RCC: -/93

End of Project: -/95

Specifications

Height: 125 metres

Length: 315 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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

Pelo Sinal

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Taperobá

Reservoir capacity: 76 m³x10⁶

Construction Dates

Start of Project: 12/91

Start of RCC: 12/91

End of RCC: -/93

End of Project: -/94

Specifications

Height: 34 metres

Length: 296 metres

Volume of RCC: 69 m³x10³

Total volume: 89 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

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

Sep

Full Dam Information

Details

Country: France

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Sep

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 04/93

Start of RCC: 04/93

End of RCC: 01/94

End of Project: 03/94

Specifications

Height: 46 metres

Length: 145 metres

Volume of RCC: 49 m³x10³

Total volume: 58 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast before RCC placement

Downstream

Slope	Type
0.72	Mechanically compacted unformed face of RCC

Spillway

Slope	Type
0.72	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

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

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)

Hinata

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Kasshi

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: 12/90

Start of RCC: 12/90

End of RCC: 05/94

End of Project: 03/98

Specifications

Height: 57 metres

Length: 290 metres

Volume of RCC: 113 m³x10³

Total volume: 232 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
180 -	750
250

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
36	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