Dam Search Results

There are 213 dams matching your search
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Purposes: Flood Control

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)
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)
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)
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	(-) -
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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	(-) -
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
Shuangxi	China	F H I W	Meixihe	95	01/95	03/96	10/97	12/97	60	221	113	172	V	(9)	0.80	(1)	0.78	(1)	300	300	90 55	110 105	(F)
Taolinkou	China	F H I R W	Qinglonghe	859	11/92	12/94	12/97	- /98	75	500	585	1350	V 0.15	(1)	0.78	(1)	ogee 0.65	(1) (1)	300	300	135 70	70 85	(F)
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)
Gassan	Japan	F H I W	Bonji	65	08/88	06/94	10/98	03/01	123	393	731	1160	V	(1)	0.80	(1)	0.80	(1)	250	750 1000	91	39	(F)
Yongxi Nº3	China	F H W	Dazhangxi	68	05/96	10/97	10/98	09/99	87	198	170	255	V	(3')	0.73	(10)	ogee 0.73	(1) (1)	280	3000	115 80	95 90	(F)
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)
Fenhe Nº2	China	F H W	Fenhe	130	11/96	08/98	03/99	06/00	87	350	362	448	V 0.20	(1) (1)	0.75	(5)	0.75	(1)	300	3000	127 60	84 93	(F)
Jiangya	China	F H I N W	Loushui	1741	07/95	10/96	04/99	- /01	131	368	1100	1310	V	(3')	0.80	(3)*	ogee 0.80	(13)	300	3000	87 64 46	107 96 107	(F)
Songyue (1st Stage)	China	F H I R W	Hailanhe	21	09/97	01/98	04/99	09/99	29	271	44	77	V	(1)	0.73	(10)	conduit		300	2000	80	100	(F)
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)
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)
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)
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	(-) -
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	(-) -
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)
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)
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)
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	(-) -
Yanwangbizi	China	F H I W	Dalinghe	217	- /96	- /97	- /01	- /02	35	383	87	220									64	118	(F)
Umari	Brazil	F I R W	do Carmo	293	- /98	- /99	- /01	- /01	42	2308	655	660		(12)					300	300	70	0	(-) -
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	(-) -
Estreito	Brazil	F I R W	Curimatá	24	- /97	- /00	- /01	11/02	26	300	12	14							300	300	64	16	(N)
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)
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)
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)
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)
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)
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)
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)
Yujianhe [A]	China	F I W	Wu	11	- /02	- /03	- /04	- /05	81	180	105	110	0.10		0.76		0.76
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)
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	(-) -
Xixi	China	F H I W	Daxi	85	- /03	- /04	- /05	- /06	71	243	231	244											(F)
Baise	China	F H I N W	Youjiang	5660	12/01	12/02	04/06	07/06	130	720	1995	2672	V	(9)	0.80	(1)	0.80	(1)	300	3000	80 50	132 110	(F)
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)
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	(-) -
Baisha	China	F H	Wanshou	199	- /04	- /05	- /06	- /06	75	172	211	239
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)
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)
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	(-) -
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)
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)
Duas Serras	Brazil	F	Duas Serras	2	- /05	- /06	- /07	- /08	19	113	6								300	300
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
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)
Lur Berria	France	F	Nivelle	4	- /06	- /07	- /07	- /08	22	168		190
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)
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)
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)
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)
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)
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)
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)
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)
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)
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	(-) -
Sanliping [A]	China	F H	Nanhe	499	- /07	05/08	- /10	- /11	133	285		390		(1)		(1)		(1)
Luoboba [A]	China	F H R	Lengshui	87	- /07	- /09	- /10	- /11	114	192	21	21											(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)
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)
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)
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)
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)
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)
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
Kalashuke	China	F H W	E’erqisi	2419	- /07	- /10	- /13	- /14	122	1489	2520	2890			0.75		0.75		300	3000			(F)
Shaqian	China	F H	Furong	57	10/11	- /12	- /13	- /13	59
Fuzikou	China	F H	Lijiang	188	11/11	- /12	- /13	- /14	77	239		304
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)
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)
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	(-) -
Mamak	Turkey	F	Bağ	1	- /13	- /13	- /14	- /14	31	118	30
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)
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)
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
El Purgatorio	Mexico	F	Verde	35	06/13	- /14	- /15	- /16	38	200	400		0.25		1.00		1.00
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)
Rkiza	Morocco	F I W		17	- /13	- /15	- /16	- /17	26	500	55	60	V	(5)	0.85	(1)*	0.85	(1)*
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	(-) -
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
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)
Zhuangli	China	F H I W	Shizhe	133	- /15	- /17	- /18	- /19	44	49
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)
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)
Bicentennial/Los Pilares	Mexico	F I W	Mayo	478	02/14	- /16	- /19	08/20	73	232	600								300	300
Mangshan	China	F H I W	Changlehe	133	- /15	- /17	- /19	- /20	101	355
Yunzhen	China	F I W		96	- /16	- /19	03/20	01/21	76	173
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)
Hirase	Japan	F H W	Nishiki	30	- /10	- /16	- /20	- /22	73	300		340
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
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)
Bouhdid	Algeria	F	Oued Bouhdid	1	- /18	- /19	- /20	- /21	30	260		60	0.10		0.90
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)
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
Toudgha	Morocco	F I W	Toudgha	33	11/17	- /19	- /21	- /22	68				V	(1)	0.90	(1)*	0.90	(1)*
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)
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)
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)
Baghan	Iran	F I W	Baghan	32	- /14	- /18	- /22	- /26	58	311		220
Tingzikou	China	F H I N W	Jialing	4067	11/09	- /19	- /22	- /25	116	995
Tuxikou [A]	China	F H	Qianche	160	- /18	- /20	- /22	- /23	132
Jalaur	Philippines	F H I W	Jalaur		- /19	- /21	- /22	- /23	109
Asuwagawa [A-G]	Japan	F	Beko	29	07/06	- /18	- /24	- /26	96
Tateno	Japan	F	Shirakawa		- /18	- /21	- /24	- /26	87
Dashte Palang	Iran	F I W	Dashte Palang	151	07/13	- /22	- /24	- /25	56	350	540	690
Mashkid 2	Iran	F I W	Simish & Mashkid	115	10/17	04/22	- /24	- /25	36	1450	650	850
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)

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)

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)

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 -

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)

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)

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)

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)

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)

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)

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)

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)

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

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)

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

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)

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)

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

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)

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)

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)

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)

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)

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)

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

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 -

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)

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)

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)

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)

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)

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)

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

San Lazaro

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

Purpose(s): Flood Control / Groundwater Recharge / Water Supply

River: San Lazaro

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: 10/85

Start of RCC: 10/85

End of RCC: 06/94

End of Project: 07/94

Specifications

Height: 37 metres

Length: 176 metres

Volume of RCC: 35 m³x10³

Total volume: 53 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels
0.20

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
90

Pozzolan (kg/m³)	Pozzolan Type
220	Milled sand
220

Wenquanbao

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

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

River: Tanghe

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: 10/91

Start of RCC: 10/91

End of RCC: 06/94

End of Project: -/95

Specifications

Height: 48 metres

Length: 188 metres

Volume of RCC: 55 m³x10³

Total volume: 63 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork with external geomembrane

Downstream

Slope	Type
0.30	RCC against formwork

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
110
69

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

San Rafael

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Santiago

Reservoir capacity: 26 m³x10⁶

Construction Dates

Start of Project: 11/93

Start of RCC: 11/93

End of RCC: 07/94

End of Project: 07/94

Specifications

Height: 48 metres

Length: 176 metres

Volume of RCC: 81 m³x10³

Total volume: 110 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.66	RCC against formwork [stepped face]
0.80

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

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

Sishanping

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Flood Control / Hydropower / Irrigation

River: Leishui

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/92

Start of RCC: -/92

End of RCC: -/94

End of Project: -/95

Specifications

Height: 56 metres

Length: 147 metres

Volume of RCC: -

Total volume: 18 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

Miyagase

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Nakatsu

Reservoir capacity: 193 m³x10⁶

Construction Dates

Start of Project: 11/87

Start of RCC: 11/87

End of RCC: 02/95

End of Project: 03/01

Specifications

Height: 156 metres

Length: 400 metres

Volume of RCC: 1537 m³x10³

Total volume: 2060 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.625	Traditional concrete against formwork

Spillway

Slope	Type
0.625	Traditional concrete against formwork

Placement

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

Cementitious material

Cement (kg/m³)
91

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

Yoshida

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Yoshida

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 07/91

Start of RCC: 07/91

End of RCC: 02/95

End of Project: 03/96

Specifications

Height: 75 metres

Length: 218 metres

Volume of RCC: 265 m³x10³

Total volume: 304 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)
250	750

Cementitious material

Cement (kg/m³)
84

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

Chiya

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Takahashi

Reservoir capacity: 28 m³x10⁶

Construction Dates

Start of Project: 03/89

Start of RCC: 03/89

End of RCC: 04/95

End of Project: 03/98

Specifications

Height: 98 metres

Length: 259 metres

Volume of RCC: 396 m³x10³

Total volume: 670 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.77	Traditional concrete against formwork

Spillway

Slope	Type
0.77	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
91

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

Ohmatsugawa

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Matsu

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: 07/90

Start of RCC: 07/90

End of RCC: 06/95

End of Project: 09/96

Specifications

Height: 65 metres

Length: 296 metres

Volume of RCC: 141 m³x10³

Total volume: 294 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.76	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
91

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

Guanyinge (Kwan-in-Temple)

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Taizi

Reservoir capacity: 2168 m³x10⁶

Construction Dates

Start of Project: 05/90

Start of RCC: 05/90

End of RCC: 09/95

End of Project: 10/95

Specifications

Height: 82 metres

Length: 1040 metres

Volume of RCC: 1240 m³x10³

Total volume: 1876 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

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

Cementitious material

Cement (kg/m³)
91

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

Satsunaigawa

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Satsunai

Reservoir capacity: 54 m³x10⁶

Construction Dates

Start of Project: 02/87

Start of RCC: 02/87

End of RCC: 10/95

End of Project: 03/99

Specifications

Height: 114 metres

Length: 300 metres

Volume of RCC: 536 m³x10³

Total volume: 770 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.40	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
78

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

Shiokawa

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Shio

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: 05/93

Start of RCC: 05/93

End of RCC: 11/95

End of Project: 03/99

Specifications

Height: 79 metres

Length: 225 metres

Volume of RCC: 299 m³x10³

Total volume: 388 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork
0.70	Traditional concrete against formwork

Downstream

Slope	Type
0.76	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
96

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

Urayama

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Urayama

Reservoir capacity: 58 m³x10⁶

Construction Dates

Start of Project: 03/90

Start of RCC: 03/90

End of RCC: 12/95

End of Project: 03/99

Specifications

Height: 156 metres

Length: 372 metres

Volume of RCC: 1294 m³x10³

Total volume: 1750 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750
	1000

Cementitious material

Cement (kg/m³)
91

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

Shimantan

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Gunhe

Reservoir capacity: 120 m³x10⁶

Construction Dates

Start of Project: 07/93

Start of RCC: 07/93

End of RCC: 12/95

End of Project: 07/96

Specifications

Height: 41 metres

Length: 650 metres

Volume of RCC: 272 m³x10³

Total volume: 351 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
98
51

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

Shibanshui

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Recreation

River: Longxihe

Reservoir capacity: 105 m³x10⁶

Construction Dates

Start of Project: 12/92

Start of RCC: 12/92

End of RCC: -/95

End of Project: -/96

Specifications

Height: 84 metres

Length: 445 metres

Volume of RCC: 335 m³x10³

Total volume: 564 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.65	Traditional concrete against formwork

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	1000

Cementitious material

Cement (kg/m³)
126
60

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

Acauã

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

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

River: Paraíba

Reservoir capacity: 247 m³x10⁶

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/95

End of Project: -/95

Specifications

Height: 79 metres

Length: 674 metres

Volume of RCC: 674 m³x10³

Total volume: 734 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	RCC against formwork [stepped face]

Spillway

Slope	Type
	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

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

Loyalty Road flood retarding basin

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Darling Mills Creek

Reservoir capacity: -

Construction Dates

Start of Project: 06/95

Start of RCC: 06/95

End of RCC: 04/96

End of Project: 08/96

Specifications

Height: 30 metres

Length: 111 metres

Volume of RCC: 20 m³x10³

Total volume: 22 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
0.80	RCC against precast concrete panels

Spillway

Slope	Type
0.80	RCC against precast concrete panels

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

Shimagawa

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Shima

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: 03/91

Start of RCC: 03/91

End of RCC: 05/96

End of Project: 03/98

Specifications

Height: 90 metres

Length: 330 metres

Volume of RCC: 390 m³x10³

Total volume: 516 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.50	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)

Hiyoshi

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Katsura

Reservoir capacity: 66 m³x10⁶

Construction Dates

Start of Project: -/83

Start of RCC: -/83

End of RCC: 07/96

End of Project: 03/98

Specifications

Height: 70 metres

Length: 438 metres

Volume of RCC: 440 m³x10³

Total volume: 670 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750
	1000

Cementitious material

Cement (kg/m³)
84
77

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

Boqueron

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Rambla del Boqueron

Reservoir capacity: 13 m³x10⁶

Construction Dates

Start of Project: 10/94

Start of RCC: 10/94

End of RCC: 08/96

End of Project: 12/97

Specifications

Height: 58 metres

Length: 290 metres

Volume of RCC: 137 m³x10³

Total volume: 145 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
55

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

Tomisato

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Douzan

Reservoir capacity: 53 m³x10⁶

Construction Dates

Start of Project: 02/92

Start of RCC: 02/92

End of RCC: 02/97

End of Project: 03/00

Specifications

Height: 111 metres

Length: 250 metres

Volume of RCC: 355 m³x10³

Total volume: 510 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.76	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750
	1000

Cementitious material

Cement (kg/m³)
84
72

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

Wanyao

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Dahexi

Reservoir capacity: 223 m³x10⁶

Construction Dates

Start of Project: 10/93

Start of RCC: 10/93

End of RCC: 05/97

End of Project: 07/97

Specifications

Height: 83 metres

Length: 390 metres

Volume of RCC: 320 m³x10³

Total volume: 458 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.70	Traditional concrete against precast concrete panels

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

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

Queiles y Val

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Val

Reservoir capacity: 25 m³x10⁶

Construction Dates

Start of Project: 01/93

Start of RCC: 01/93

End of RCC: 05/97

End of Project: 12/98

Specifications

Height: 82 metres

Length: 375 metres

Volume of RCC: 480 m³x10³

Total volume: 520 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.33	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against precast concrete panels

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

Takisato

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Sorachi

Reservoir capacity: 108 m³x10⁶

Construction Dates

Start of Project: 10/90

Start of RCC: 10/90

End of RCC: 07/97

End of Project: 06/00

Specifications

Height: 50 metres

Length: 445 metres

Volume of RCC: 327 m³x10³

Total volume: 455 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.06	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

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

Qedusizi (formerly Mount Pleasant)

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Klip

Reservoir capacity: 128 m³x10⁶

Construction Dates

Start of Project: 04/94

Start of RCC: 04/94

End of RCC: 08/97

End of Project: 03/98

Specifications

Height: 28 metres

Length: 490 metres

Volume of RCC: 78 m³x10³

Total volume: 156 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

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

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
46

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

Qedusizi (formerly Mount Pleasant) completed

Shuangxi

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Meixihe

Reservoir capacity: 95 m³x10⁶

Construction Dates

Start of Project: 01/95

Start of RCC: 01/95

End of RCC: 10/97

End of Project: 12/97

Specifications

Height: 60 metres

Length: 221 metres

Volume of RCC: 113 m³x10³

Total volume: 172 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90
55

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

Taolinkou

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Qinglonghe

Reservoir capacity: 859 m³x10⁶

Construction Dates

Start of Project: 11/92

Start of RCC: 11/92

End of RCC: 12/97

End of Project: -/98

Specifications

Height: 75 metres

Length: 500 metres

Volume of RCC: 585 m³x10³

Total volume: 1350 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.15

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
135
70

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

Hayachine

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Hienuki

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 03/93

Start of RCC: 03/93

End of RCC: 06/98

End of Project: 03/00

Specifications

Height: 74 metres

Length: 333 metres

Volume of RCC: 141 m³x10³

Total volume: 333 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.76	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

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

Gassan

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Bonji

Reservoir capacity: 65 m³x10⁶

Construction Dates

Start of Project: 08/88

Start of RCC: 08/88

End of RCC: 10/98

End of Project: 03/01

Specifications

Height: 123 metres

Length: 393 metres

Volume of RCC: 731 m³x10³

Total volume: 1160 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750
	1000

Cementitious material

Cement (kg/m³)
91

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

Yongxi Nº3

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Dazhangxi

Reservoir capacity: 68 m³x10⁶

Construction Dates

Start of Project: 05/96

Start of RCC: 05/96

End of RCC: 10/98

End of Project: 09/99

Specifications

Height: 87 metres

Length: 198 metres

Volume of RCC: 170 m³x10³

Total volume: 255 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.73	RCC against precast concrete blocks

Spillway

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

Placement

Layers (mm)	Lifts (mm)
280	3000

Cementitious material

Cement (kg/m³)
115
80

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

Jucazinho

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

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

River: Capiibaribe

Reservoir capacity: 327 m³x10⁶

Construction Dates

Start of Project: 07/96

Start of RCC: 07/96

End of RCC: 10/98

End of Project: -/99

Specifications

Height: 63 metres

Length: 442 metres

Volume of RCC: 442 m³x10³

Total volume: 470 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

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

Fenhe Nº2

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Fenhe

Reservoir capacity: 130 m³x10⁶

Construction Dates

Start of Project: 11/96

Start of RCC: 11/96

End of RCC: 03/99

End of Project: 06/00

Specifications

Height: 87 metres

Length: 350 metres

Volume of RCC: 362 m³x10³

Total volume: 448 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.75	Traditional concrete against precast concrete panels

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
127
60

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

Jiangya

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Loushui

Reservoir capacity: 1741 m³x10⁶

Construction Dates

Start of Project: 07/95

Start of RCC: 07/95

End of RCC: 04/99

End of Project: -/01

Specifications

Height: 131 metres

Length: 368 metres

Volume of RCC: 1100 m³x10³

Total volume: 1310 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
87
64 46

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

Songyue (1st Stage)

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Hailanhe

Reservoir capacity: 21 m³x10⁶

Construction Dates

Start of Project: 09/97

Start of RCC: 09/97

End of RCC: 04/99

End of Project: 09/99

Specifications

Height: 29 metres

Length: 271 metres

Volume of RCC: 44 m³x10³

Total volume: 77 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.73	RCC against precast concrete blocks

Spillway

Slope	Type
conduit

Placement

Layers (mm)	Lifts (mm)
300	2000

Cementitious material

Cement (kg/m³)
80

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

Baishi

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Dalinghe

Reservoir capacity: 1645 m³x10⁶

Construction Dates

Start of Project: 09/96

Start of RCC: 09/96

End of RCC: 09/99

End of Project: 12/00

Specifications

Height: 49 metres

Length: 513 metres

Volume of RCC: 111 m³x10³

Total volume: 603 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
72

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

Barnard Creek Canyon Debris Dam

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Barnard Creek

Reservoir capacity: -

Construction Dates

Start of Project: 08/99

Start of RCC: 08/99

End of RCC: 11/99

End of Project: 01/00

Specifications

Height: 18 metres

Length: 46 metres

Volume of RCC: 3 m³x10³

Total volume: 3 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.75	[stepped face]

Spillway

Slope	Type
0.75	[stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
108

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

Barnard Creek Canyon Debris Dam on Google Earth

Kubusugawa

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Kubusu

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 03/93

Start of RCC: 03/93

End of RCC: -/99

End of Project: 10/02

Specifications

Height: 95 metres

Length: 253 metres

Volume of RCC: 364 m³x10³

Total volume: 469 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

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

Bullard Creek

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Bullard Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 10/98

Start of RCC: 10/98

End of RCC: -/99

End of Project: -/99

Specifications

Height: 16 metres

Length: 110 metres

Volume of RCC: 7 m³x10³

Total volume: 7 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
v	RCC against formwork [stepped face]
0.75

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
148

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

Ohnagami

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Sutu

Reservoir capacity: 19 m³x10⁶

Construction Dates

Start of Project: 03/93

Start of RCC: 03/93

End of RCC: 04/00

End of Project: 03/03

Specifications

Height: 72 metres

Length: 334 metres

Volume of RCC: 284 m³x10³

Total volume: 362 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.25	Traditional concrete against formwork

Downstream

Slope	Type
0.79	Traditional concrete against formwork

Spillway

Slope	Type
0.79	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

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

Gaobazhou

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Qingjiang

Reservoir capacity: 536 m³x10⁶

Construction Dates

Start of Project: 05/97

Start of RCC: 05/97

End of RCC: 04/00

End of Project: 01/01

Specifications

Height: 57 metres

Length: 440 metres

Volume of RCC: 210 m³x10³

Total volume: 940 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
123
86

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

Origawa

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Navigation

River: Ori

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: 02/93

Start of RCC: 02/93

End of RCC: 07/00

End of Project: 03/04

Specifications

Height: 114 metres

Length: 331 metres

Volume of RCC: 673 m³x10³

Total volume: 742 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.77	Traditional concrete against formwork

Spillway

Slope	Type
0.77	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
91

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

Karkheh (Pie Pol)

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Karkeh

Reservoir capacity: 40 m³x10⁶

Construction Dates

Start of Project: 02/98

Start of RCC: 02/98

End of RCC: 07/00

End of Project: -/01

Specifications

Height: 34 metres

Length: 350 metres

Volume of RCC: 130 m³x10³

Total volume: 270 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type
ogee	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
97

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

Pajarito Canyon

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Pajarito

Reservoir capacity: 8 m³x10⁶

Construction Dates

Start of Project: 06/00

Start of RCC: 06/00

End of RCC: 08/00

End of Project: 09/00

Specifications

Height: 36 metres

Length: 112 metres

Volume of RCC: 48 m³x10³

Total volume: 48 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC supported by fill shoulders

Downstream

Slope	Type
1.00	Unformed face of RCC

Spillway

Slope	Type
conduit

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
148

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

Santa Cruz do Apodi

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

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

River: Apodi

Reservoir capacity: 600 m³x10⁶

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/00

End of Project: -/01

Specifications

Height: 58 metres

Length: 1660 metres

Volume of RCC: 1023 m³x10³

Total volume: 1120 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

Shankou Nº3

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Flood Control / Hydropower

River: Du’anshui (Chengjiang)

Reservoir capacity: 48 m³x10⁶

Construction Dates

Start of Project: 09/99

Start of RCC: 09/99

End of RCC: 01/01

End of Project: 03/01

Specifications

Height: 57 metres

Length: 179 metres

Volume of RCC: 90 m³x10³

Total volume: 119 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
330	3000

Cementitious material

Cement (kg/m³)
105
63

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

North Fork Hughes River

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

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

River: North Fork Hughes River

Reservoir capacity: 1480 m³x10⁶

Construction Dates

Start of Project: 07/99

Start of RCC: 07/99

End of RCC: 07/01

End of Project: -/01

Specifications

Height: 26 metres

Length: 200 metres

Volume of RCC: 65 m³x10³

Total volume: 65 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with geomembrane

Downstream

Slope	Type
0.80	RCC against precast concrete blocks

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
59
107

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

Chubetsu

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Chubetu

Reservoir capacity: 93 m³x10⁶

Construction Dates

Start of Project: 03/94

Start of RCC: 03/94

End of RCC: 08/01

End of Project: 03/04

Specifications

Height: 86 metres

Length: 290 metres

Volume of RCC: 523 m³x10³

Total volume: 1007 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750
	1000

Cementitious material

Cement (kg/m³)
84

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

Dachaoshan

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Lancang

Reservoir capacity: 890 m³x10⁶

Construction Dates

Start of Project: 10/97

Start of RCC: 10/97

End of RCC: 10/01

End of Project: 07/02

Specifications

Height: 115 metres

Length: 481 metres

Volume of RCC: 757 m³x10³

Total volume: 1287 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
94
67

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

Mianhuatan

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Ting

Reservoir capacity: 2035 m³x10⁶

Construction Dates

Start of Project: 04/98

Start of RCC: 04/98

End of RCC: 11/01

End of Project: 04/02

Specifications

Height: 111 metres

Length: 302 metres

Volume of RCC: 500 m³x10³

Total volume: 615 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.75	RCC against precast concrete blocks

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
82
59 48

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

Fukuchiyama

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Fukuti

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 10/98

Start of RCC: 10/98

End of RCC: 12/01

End of Project: 03/03

Specifications

Height: 65 metres

Length: 255 metres

Volume of RCC: 115 m³x10³

Total volume: 201 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

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

Castanhão

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

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

River: Congonhas

Reservoir capacity: 800 m³x10⁶

Construction Dates

Start of Project: 10/99

Start of RCC: 10/99

End of RCC: 12/01

End of Project: -/02

Specifications

Height: 85 metres

Length: 668 metres

Volume of RCC: 890 m³x10³

Total volume: 1030 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

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

Yanwangbizi

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Dalinghe

Reservoir capacity: 217 m³x10⁶

Construction Dates

Start of Project: -/96

Start of RCC: -/96

End of RCC: -/01

End of Project: -/02

Specifications

Height: 35 metres

Length: 383 metres

Volume of RCC: 87 m³x10³

Total volume: 220 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
64

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

Umari

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

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

River: do Carmo

Reservoir capacity: 293 m³x10⁶

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/01

End of Project: -/01

Specifications

Height: 42 metres

Length: 2308 metres

Volume of RCC: 655 m³x10³

Total volume: 660 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

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

Yushi

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Biliuhe

Reservoir capacity: 89 m³x10⁶

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/01

End of Project: -/02

Specifications

Height: 50 metres

Length: 267 metres

Volume of RCC: 218 m³x10³

Total volume: 233 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
70

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

Pedras Altas

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

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

River: Itapicuru

Reservoir capacity: -

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/01

End of Project: -/01

Specifications

Height: 24 metres

Length: 1090 metres

Volume of RCC: 42 m³x10³

Total volume: 60 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
34

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

Estreito

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

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

River: Curimatá

Reservoir capacity: 24 m³x10⁶

Construction Dates

Start of Project: -/97

Start of RCC: -/97

End of RCC: -/01

End of Project: 11/02

Specifications

Height: 26 metres

Length: 300 metres

Volume of RCC: 12 m³x10³

Total volume: 14 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

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

Kutani

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Daishoji

Reservoir capacity: 25 m³x10⁶

Construction Dates

Start of Project: 12/96

Start of RCC: 12/96

End of RCC: 07/02

End of Project: 03/06

Specifications

Height: 76 metres

Length: 280 metres

Volume of RCC: 188 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)

Koyama

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Ohkita

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 11/94

Start of RCC: 11/94

End of RCC: 12/02

End of Project: 03/05

Specifications

Height: 65 metres

Length: 462 metres

Volume of RCC: 270 m³x10³

Total volume: 531 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

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

Takizawa

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Nakatu

Reservoir capacity: 63 m³x10⁶

Construction Dates

Start of Project: 03/99

Start of RCC: 03/99

End of RCC: 06/03

End of Project: 03/07

Specifications

Height: 139 metres

Length: 424 metres

Volume of RCC: 810 m³x10³

Total volume: 1670 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.15	Traditional concrete against formwork
0.70	Traditional concrete against formwork

Downstream

Slope	Type
0.72	Traditional concrete against formwork

Spillway

Slope	Type
0.72	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	1000

Cementitious material

Cement (kg/m³)
84
72

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

Bureya

Full Dam Information

Details

Country: Russia

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Bureya

Reservoir capacity: 21000 m³x10⁶

Construction Dates

Start of Project: 01/76

Start of RCC: 01/76

End of RCC: -/03

End of Project: -/09

Specifications

Height: 139 metres

Length: 810 metres

Volume of RCC: 709 m³x10³

Total volume: 3538 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

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

Cementitious material

Cement (kg/m³)
95 to

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

Liubo

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Flood Control / Hydropower

River: Xipihe

Reservoir capacity: 51 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/03

End of Project: -/04

Specifications

Height: 70 metres

Length: 258 metres

Volume of RCC: 130 m³x10³

Total volume: 168 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

Rompepicos en Corral des Palmas

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Santa Catarina

Reservoir capacity: 100 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/03

End of Project: -/04

Specifications

Height: 109 metres

Length: 250 metres

Volume of RCC: 380 m³x10³

Total volume: 400 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with geomembrane

Downstream

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

Spillway

Slope	Type
0.85	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65

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

Rompepicos en Corral des Palmas completed

Hassan II (formerly Sidi Said)

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: Moulouya

Reservoir capacity: 400 m³x10⁶

Construction Dates

Start of Project: 02/01

Start of RCC: 02/01

End of RCC: 04/04

End of Project: 03/05

Specifications

Height: 115 metres

Length: 577 metres

Volume of RCC: 590 m³x10³

Total volume: 690 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65
80

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

Hassan II (formerly Sidi Said) completed

Pedrógão

Full Dam Information

Details

Country: Portugal

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Guadiana

Reservoir capacity: 106 m³x10⁶

Construction Dates

Start of Project: 08/02

Start of RCC: 08/02

End of RCC: 08/04

End of Project: -/05

Specifications

Height: 43 metres

Length: 448 metres

Volume of RCC: 172 m³x10³

Total volume: 392 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
55

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

Tamesna (formerly Boukerkour)

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: Zamrine

Reservoir capacity: 56 m³x10⁶

Construction Dates

Start of Project: 05/03

Start of RCC: 05/03

End of RCC: 09/04

End of Project: 05/05

Specifications

Height: 66 metres

Length: 220 metres

Volume of RCC: 190 m³x10³

Total volume: 215 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

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

Yujianhe

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

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

River: Wu

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/04

End of Project: -/05

Specifications

Height: 81 metres

Length: 180 metres

Volume of RCC: 105 m³x10³

Total volume: 110 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10

Downstream

Slope	Type
0.76

Spillway

Slope	Type
0.76

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Jahgin

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

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

River: Jahgin

Reservoir capacity: 300 m³x10⁶

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: 05/05

End of Project: 09/07

Specifications

Height: 78 metres

Length: 220 metres

Volume of RCC: 232 m³x10³

Total volume: 382 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
105
160

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

Xihe

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Hanjiang

Reservoir capacity: 229 m³x10⁶

Construction Dates

Start of Project: 11/03

Start of RCC: 11/03

End of RCC: 05/05

End of Project: 06/07

Specifications

Height: 63 metres

Length: 346 metres

Volume of RCC: 194 m³x10³

Total volume: 631 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

Suofengying

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Wu

Reservoir capacity: 201 m³x10⁶

Construction Dates

Start of Project: 10/00

Start of RCC: 10/00

End of RCC: 08/05

End of Project: 03/06

Specifications

Height: 122 metres

Length: 165 metres

Volume of RCC: 421 m³x10³

Total volume: 739 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
64

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

Kido

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Kido

Reservoir capacity: 19 m³x10⁶

Construction Dates

Start of Project: 10/00

Start of RCC: 10/00

End of RCC: 08/05

End of Project: 03/08

Specifications

Height: 94 metres

Length: 350 metres

Volume of RCC: 291 m³x10³

Total volume: 501 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750
	1000

Cementitious material

Cement (kg/m³)
84

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

Paradise (formerly Burnett River)

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Burnett

Reservoir capacity: 300 m³x10⁶

Construction Dates

Start of Project: 11/03

Start of RCC: 11/03

End of RCC: 09/05

End of Project: 11/05

Specifications

Height: 50 metres

Length: 940 metres

Volume of RCC: 400 m³x10³

Total volume: 400 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with geomembrane

Downstream

Slope	Type
0.64	RCC against formwork [stepped face]

Spillway

Slope	Type
0.64	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
310	310

Cementitious material

Cement (kg/m³)
63

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

Paradise (formerly Burnett River) completed

Xixi

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Daxi

Reservoir capacity: 85 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/05

End of Project: -/06

Specifications

Height: 71 metres

Length: 243 metres

Volume of RCC: 231 m³x10³

Total volume: 244 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

Baise

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Youjiang

Reservoir capacity: 5660 m³x10⁶

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: 04/06

End of Project: 07/06

Specifications

Height: 130 metres

Length: 720 metres

Volume of RCC: 1995 m³x10³

Total volume: 2672 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
80
50

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

Nagai

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Okitamano

Reservoir capacity: 51 m³x10⁶

Construction Dates

Start of Project: 03/00

Start of RCC: 03/00

End of RCC: 11/06

End of Project: 03/11

Specifications

Height: 126 metres

Length: 381 metres

Volume of RCC: 703 m³x10³

Total volume: 1200 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.73	Traditional concrete against formwork

Spillway

Slope	Type
0.73	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	1000

Cementitious material

Cement (kg/m³)
91

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

El Guapo

Full Dam Information

Details

Country: Venezuela

Owner: -

Type: Gravity

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

River: El Guapo

Reservoir capacity: 141 m³x10⁶

Construction Dates

Start of Project: 08/05

Start of RCC: 08/05

End of RCC: 12/06

End of Project: 08/07

Specifications

Height: 50 metres

Length: 138 metres

Volume of RCC: 320 m³x10³

Total volume: 342 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.60	Traditional concrete against formwork

Downstream

Slope	Type
0.85	Unformed face of RCC

Spillway

Slope	Type
1.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
75

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

Baisha

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Wanshou

Reservoir capacity: 199 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/06

Specifications

Height: 75 metres

Length: 172 metres

Volume of RCC: 211 m³x10³

Total volume: 239 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Zhouba

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Mabianhe

Reservoir capacity: 204 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 73 metres

Length: 163 metres

Volume of RCC: 229 m³x10³

Total volume: 405 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
110
66

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

Zaoshi

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Dieshui

Reservoir capacity: 1439 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 88 metres

Length: 351 metres

Volume of RCC: 450 m³x10³

Total volume: 930 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
53
83

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

Longtan (Stage 1)

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Hongshui

Reservoir capacity: 16210 m³x10⁶

Construction Dates

Start of Project: 07/01

Start of RCC: 07/01

End of RCC: 06/07

End of Project: 12/09

Specifications

Height: 192 metres

Length: 832 metres

Volume of RCC: 4623 m³x10³

Total volume: 7400 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.68	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
99
86

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

R’Mel (formerly Tanger-Med)

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: R’Mel

Reservoir capacity: 25 m³x10⁶

Construction Dates

Start of Project: 05/05

Start of RCC: 05/05

End of RCC: 06/07

End of Project: 10/07

Specifications

Height: 79 metres

Length: 250 metres

Volume of RCC: 230 m³x10³

Total volume: 243 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast before RCC placement

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
100
90

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

North Para

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: North Para

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 11/06

Start of RCC: 11/06

End of RCC: 09/07

End of Project: -/07

Specifications

Height: 33 metres

Length: 206 metres

Volume of RCC: 50 m³x10³

Total volume: 50 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

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

Dinh Binh

Full Dam Information

Details

Country: Vietnam

Owner: -

Type: Gravity

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

River: Kon

Reservoir capacity: 226 m³x10⁶

Construction Dates

Start of Project: 05/02

Start of RCC: 05/02

End of RCC: 12/07

End of Project: 12/08

Specifications

Height: 55 metres

Length: 571 metres

Volume of RCC: 183 m³x10³

Total volume: 430 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast before RCC placement

Downstream

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

Spillway

Slope	Type
ogee	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	900

Cementitious material

Cement (kg/m³)
70
126

Pozzolan (kg/m³)	Pozzolan Type
175	Low-lime flyash (ASTM Class F)
141

Duas Serras

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Duas Serras

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 19 metres

Length: 113 metres

Volume of RCC: 6 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Shihu

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Lituohe

Reservoir capacity: 58 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 56 metres

Length: 193 metres

Volume of RCC: 162 m³x10³

Total volume: 354 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Yumen

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Luohe

Reservoir capacity: 28 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 62 metres

Length: 244 metres

Volume of RCC: 133 m³x10³

Total volume: 234 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Menghekou

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Menghe

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 78 metres

Length: 215 metres

Volume of RCC: 160 m³x10³

Total volume: 249 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Bailianya

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

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

River: Dongpi

Reservoir capacity: 480 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: 04/09

Specifications

Height: 105 metres

Length: 422 metres

Volume of RCC: 485 m³x10³

Total volume: 600 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.335	Traditional concrete against formwork

Spillway

Slope	Type
0.335	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
72
56

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

Lur Berria

Full Dam Information

Details

Country: France

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Nivelle

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/07

End of Project: -/08

Specifications

Height: 22 metres

Length: 168 metres

Volume of RCC: -

Total volume: 190 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Silin

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Wujiang

Reservoir capacity: 1593 m³x10⁶

Construction Dates

Start of Project: 11/05

Start of RCC: 11/05

End of RCC: 03/08

End of Project: -/09

Specifications

Height: 117 metres

Length: 310 metres

Volume of RCC: 825 m³x10³

Total volume: 1100 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
66
89

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

Toppu

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Toppu

Reservoir capacity: 36 m³x10⁶

Construction Dates

Start of Project: 07/02

Start of RCC: 07/02

End of RCC: 10/08

End of Project: 03/14

Specifications

Height: 78 metres

Length: 309 metres

Volume of RCC: 440 m³x10³

Total volume: 530 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	1000

Cementitious material

Cement (kg/m³)
84

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

Jing Hong

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Recreation

River: Lancang

Reservoir capacity: 1139 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/08

End of Project: -/09

Specifications

Height: 108 metres

Length: 705 metres

Volume of RCC: 848 m³x10³

Total volume: 3068 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
0.80	RCC against formwork

Spillway

Slope	Type
	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
64
93

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

Bear Creek

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Bear Creek

Reservoir capacity: 47 m³x10⁶

Construction Dates

Start of Project: 01/08

Start of RCC: 01/08

End of RCC: 05/09

End of Project: 06/09

Specifications

Height: 27 metres

Length: 292 metres

Volume of RCC: 60 m³x10³

Total volume: 69 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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
77

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

El Malleh Amont

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: El Malleh

Reservoir capacity: 35 m³x10⁶

Construction Dates

Start of Project: 01/07

Start of RCC: 01/07

End of RCC: 06/09

End of Project: 10/09

Specifications

Height: 49 metres

Length: 174 metres

Volume of RCC: 100 m³x10³

Total volume: 140 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.60	Traditional concrete against precast concrete panels

Spillway

Slope	Type
0.60	Traditional concrete against precast concrete panels

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
120

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

Kasegawa

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Kase

Reservoir capacity: 71 m³x10⁶

Construction Dates

Start of Project: 02/05

Start of RCC: 02/05

End of RCC: 06/09

End of Project: 03/12

Specifications

Height: 99 metres

Length: 456 metres

Volume of RCC: 830 m³x10³

Total volume: 948 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	1000

Cementitious material

Cement (kg/m³)
84

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

Deep Creek Nº5D

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Deep Creek

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: 12/08

Start of RCC: 12/08

End of RCC: 12/09

End of Project: 07/10

Specifications

Height: 22 metres

Length: 226 metres

Volume of RCC: 39 m³x10³

Total volume: 45 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

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)

Wudu

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Fu

Reservoir capacity: 572 m³x10⁶

Construction Dates

Start of Project: 10/04

Start of RCC: 10/04

End of RCC: -/09

End of Project: -/10

Specifications

Height: 120 metres

Length: 631 metres

Volume of RCC: 1151 m³x10³

Total volume: 1580 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

Sehb el Merga

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: Sehb el Merga

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: 06/07

Start of RCC: 06/07

End of RCC: -/09

End of Project: -/10

Specifications

Height: 37 metres

Length: 480 metres

Volume of RCC: 85 m³x10³

Total volume: 95 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65

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

Adnan Mendres (formerly Çine)

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

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

River: Çine

Reservoir capacity: 350 m³x10⁶

Construction Dates

Start of Project: 12/95

Start of RCC: 12/95

End of RCC: 04/10

End of Project: 10/11

Specifications

Height: 137 metres

Length: 300 metres

Volume of RCC: 1560 m³x10³

Total volume: 1650 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	RCC against precast concrete panels (GEVR/GE-RCC)
0.20

Downstream

Slope	Type
0.85	RCC against precast concrete panels (GEVR/GE-RCC)

Spillway

Slope	Type
0.85	RCC against precast concrete panels (GEVR/GE-RCC)

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85
75

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

Son La

Full Dam Information

Details

Country: Vietnam

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Song Da (Black river)

Reservoir capacity: 9260 m³x10⁶

Construction Dates

Start of Project: 04/04

Start of RCC: 04/04

End of RCC: 08/10

End of Project: 12/12

Specifications

Height: 138 metres

Length: 962 metres

Volume of RCC: 2677 m³x10³

Total volume: 4800 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

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

Dong Nai 3

Full Dam Information

Details

Country: Vietnam

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Dong Nai

Reservoir capacity: 1690 m³x10⁶

Construction Dates

Start of Project: 12/04

Start of RCC: 12/04

End of RCC: 12/10

End of Project: 10/11

Specifications

Height: 108 metres

Length: 594 metres

Volume of RCC: 1138 m³x10³

Total volume: 1235 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)
75

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

Sanliping

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Flood Control / Hydropower

River: Nanhe

Reservoir capacity: 499 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/10

End of Project: -/11

Specifications

Height: 133 metres

Length: 285 metres

Volume of RCC: -

Total volume: 390 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	Traditional concrete against formwork

Spillway

Slope	Type
	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Luoboba

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Flood Control / Hydropower / Recreation

River: Lengshui

Reservoir capacity: 87 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/10

End of Project: -/11

Specifications

Height: 114 metres

Length: 192 metres

Volume of RCC: 21 m³x10³

Total volume: 21 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)

Las Tunas

Full Dam Information

Details

Country: Argentina

Owner: -

Type: Gravity

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

River: Las Tunas

Reservoir capacity: 101 m³x10⁶

Construction Dates

Start of Project: 02/09

Start of RCC: 02/09

End of RCC: 02/11

End of Project: 12/11

Specifications

Height: 33 metres

Length: 259 metres

Volume of RCC: 30 m³x10³

Total volume: 56 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
200	400

Cementitious material

Cement (kg/m³)
85

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

Gomal Zam

Full Dam Information

Details

Country: Pakistan

Owner: -

Type: Arch-Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Gomal

Reservoir capacity: 1424 m³x10⁶

Construction Dates

Start of Project: 07/02

Start of RCC: 07/02

End of RCC: 03/11

End of Project: 09/11

Specifications

Height: 133 metres

Length: 231 metres

Volume of RCC: 390 m³x10³

Total volume: 474 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.60

Spillway

Slope	Type
0.60

Placement

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

Cementitious material

Cement (kg/m³)
91

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

Yunishigawa

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Yunishi

Reservoir capacity: 75 m³x10⁶

Construction Dates

Start of Project: 08/08

Start of RCC: 08/08

End of RCC: 05/11

End of Project: 09/12

Specifications

Height: 119 metres

Length: 320 metres

Volume of RCC: 967 m³x10³

Total volume: 1053 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.60

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	1000

Cementitious material

Cement (kg/m³)
91

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

Yubari Syuparo

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Yubari

Reservoir capacity: 427 m³x10⁶

Construction Dates

Start of Project: 11/03

Start of RCC: 11/03

End of RCC: 09/11

End of Project: 03/15

Specifications

Height: 111 metres

Length: 390 metres

Volume of RCC: 584 m³x10³

Total volume: 940 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.82	Traditional concrete against formwork

Spillway

Slope	Type
0.82	Traditional concrete against formwork

Placement

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

Cementitious material

Cement (kg/m³)
91

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

Thornton Gap (Tollway)

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: -

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 02/10

Start of RCC: 02/10

End of RCC: 09/11

End of Project: 11/11

Specifications

Height: 35 metres

Length: 69 metres

Volume of RCC: 25 m³x10³

Total volume: 25 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
48

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

Portugues

Full Dam Information

Details

Country: USA

Owner: -

Type: Arch-Gravity

Purpose(s): Flood Control

River: Portugues

Reservoir capacity: 20 m³x10⁶

Construction Dates

Start of Project: 04/08

Start of RCC: 04/08

End of RCC: 05/12

End of Project: 12/13

Specifications

Height: 67 metres

Length: 375 metres

Volume of RCC: 270 m³x10³

Total volume: 310 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.35	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
114

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

Dry Comal Creek

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Dry Comal Creek

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: 10/11

Start of RCC: 10/11

End of RCC: 08/12

End of Project: 12/12

Specifications

Height: 26 metres

Length: 457 metres

Volume of RCC: 62 m³x10³

Total volume: 67 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.80	[stepped face]

Spillway

Slope	Type
0.80

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

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

Longkaikou

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Jinsha

Reservoir capacity: 558 m³x10⁶

Construction Dates

Start of Project: 08/07

Start of RCC: 08/07

End of RCC: -/12

End of Project: -/13

Specifications

Height: 119 metres

Length: 768 metres

Volume of RCC: 2840 m³x10³

Total volume: 3853 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
96
60

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

Shatuo

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Wu

Reservoir capacity: 910 m³x10⁶

Construction Dates

Start of Project: 05/06

Start of RCC: 05/06

End of RCC: -/12

End of Project: -/13

Specifications

Height: 101 metres

Length: 631 metres

Volume of RCC: 1510 m³x10³

Total volume: 1980 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)
0.15

Downstream

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

Spillway

Slope	Type
0.75	RCC against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Kalashuke

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: E’erqisi

Reservoir capacity: 2419 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/13

End of Project: -/14

Specifications

Height: 122 metres

Length: 1489 metres

Volume of RCC: 2520 m³x10³

Total volume: 2890 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type
0.75

Spillway

Slope	Type
0.75

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)

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

Shaqian

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Furong

Reservoir capacity: 57 m³x10⁶

Construction Dates

Start of Project: 10/11

Start of RCC: 10/11

End of RCC: -/13

End of Project: -/13

Specifications

Height: 59 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

Fuzikou

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Lijiang

Reservoir capacity: 188 m³x10⁶

Construction Dates

Start of Project: 11/11

Start of RCC: 11/11

End of RCC: -/13

End of Project: -/14

Specifications

Height: 77 metres

Length: 239 metres

Volume of RCC: -

Total volume: 304 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

Naras

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Manavgat

Reservoir capacity: 104 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: 01/14

End of Project: 05/14

Specifications

Height: 78 metres

Length: 448 metres

Volume of RCC: 620 m³x10³

Total volume: 677 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.15	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
110

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

Cheshmeh Ashegh

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

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

River: Cheshmeh Ashegh

Reservoir capacity: 62 m³x10⁶

Construction Dates

Start of Project: 06/10

Start of RCC: 06/10

End of RCC: 05/14

End of Project: 03/17

Specifications

Height: 60 metres

Length: 375 metres

Volume of RCC: 130 m³x10³

Total volume: 250 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	Traditional concrete against formwork

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	600 -
	900

Cementitious material

Cement (kg/m³)
120

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

Guanyinyan

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Jinsha

Reservoir capacity: 2263 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: 05/14

End of Project: -/16

Specifications

Height: 159 metres

Length: 1250 metres

Volume of RCC: 6473 m³x10³

Total volume: 9364 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
53

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

Hantangang

Full Dam Information

Details

Country: South Korea

Owner: -

Type: Gravity

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

River: Hantan

Reservoir capacity: 270 m³x10⁶

Construction Dates

Start of Project: 02/09

Start of RCC: 02/09

End of RCC: 07/14

End of Project: 12/14

Specifications

Height: 84 metres

Length: 690 metres

Volume of RCC: 650 m³x10³

Total volume: 709 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
	Traditional concrete against formwork

Spillway

Slope	Type
	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
91

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

Tsugaru

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Iwaki

Reservoir capacity: 141 m³x10⁶

Construction Dates

Start of Project: 10/08

Start of RCC: 10/08

End of RCC: 08/14

End of Project: 03/16

Specifications

Height: 97 metres

Length: 342 metres

Volume of RCC: 500 m³x10³

Total volume: 717 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.74	Traditional concrete against formwork

Spillway

Slope	Type
0.74	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	1000

Cementitious material

Cement (kg/m³)
91

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

Tiouine

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: Iriri

Reservoir capacity: 270 m³x10⁶

Construction Dates

Start of Project: 05/10

Start of RCC: 05/10

End of RCC: -/14

End of Project: -/15

Specifications

Height: 84 metres

Length: 202 metres

Volume of RCC: 270 m³x10³

Total volume: 380 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
100

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

Mamak

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Bağ

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/14

End of Project: -/14

Specifications

Height: 31 metres

Length: 118 metres

Volume of RCC: 30 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Songyue Dam Raise

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Hailanhe

Reservoir capacity: -

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/14

End of Project: -/15

Specifications

Height: 41 metres

Length: 271 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.73	RCC against precast concrete blocks

Spillway

Slope	Type
conduit

Placement

Layers (mm)	Lifts (mm)
300	2000

Cementitious material

Cement (kg/m³)
80

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

Gokayama

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Naka

Reservoir capacity: 40 m³x10⁶

Construction Dates

Start of Project: 06/12

Start of RCC: 06/12

End of RCC: 07/15

End of Project: 03/18

Specifications

Height: 103 metres

Length: 556 metres

Volume of RCC: 634 m³x10³

Total volume: 935 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
1.00	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	1000

Cementitious material

Cement (kg/m³)
104

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

Lom Pangar

Full Dam Information

Details

Country: Cameroon

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Lom

Reservoir capacity: 6000 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/15

End of Project: -/16

Specifications

Height: 46 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

Bogovina

Full Dam Information

Details

Country: Serbia

Owner: -

Type: Gravity

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

River: Cmi Timok

Reservoir capacity: 48 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/15

End of Project: -/16

Specifications

Height: 54 metres

Length: 396 metres

Volume of RCC: 175 m³x10³

Total volume: 305 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

El Purgatorio

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Verde

Reservoir capacity: 35 m³x10⁶

Construction Dates

Start of Project: 06/13

Start of RCC: 06/13

End of RCC: -/15

End of Project: -/16

Specifications

Height: 38 metres

Length: 200 metres

Volume of RCC: 400 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.25

Downstream

Slope	Type
1.00

Spillway

Slope	Type
1.00

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Trung Son

Full Dam Information

Details

Country: Vietnam

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Ma

Reservoir capacity: 349 m³x10⁶

Construction Dates

Start of Project: 11/12

Start of RCC: 11/12

End of RCC: 08/16

End of Project: 02/17

Specifications

Height: 88 metres

Length: 498 metres

Volume of RCC: 770 m³x10³

Total volume: 1140 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.65	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60
70

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

Rkiza

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: -

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/16

End of Project: -/17

Specifications

Height: 26 metres

Length: 500 metres

Volume of RCC: 55 m³x10³

Total volume: 60 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.85	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.85	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Okshtuni

Full Dam Information

Details

Country: Albania

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Okshtuni

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: 08/15

Start of RCC: 08/15

End of RCC: 10/17

End of Project: 02/18

Specifications

Height: 65 metres

Length: 253 metres

Volume of RCC: 141 m³x10³

Total volume: 194 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast after RCC placement
0.15

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
115

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

Fendou

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Mulenghe

Reservoir capacity: 191 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/17

End of Project: -/18

Specifications

Height: 46 metres

Length: 406 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Xiahushan

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Dashahe

Reservoir capacity: 196 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/17

End of Project: -/18

Specifications

Height: 74 metres

Length: 296 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Irahara

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Harai

Reservoir capacity: 29 m³x10⁶

Construction Dates

Start of Project: 07/14

Start of RCC: 07/14

End of RCC: 03/18

End of Project: 03/19

Specifications

Height: 81 metres

Length: 295 metres

Volume of RCC: 372 m³x10³

Total volume: 419 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.77	Traditional concrete against formwork

Spillway

Slope	Type
0.77	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	1000

Cementitious material

Cement (kg/m³)
84

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

Zhuangli

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Shizhe

Reservoir capacity: 133 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/18

End of Project: -/19

Specifications

Height: 44 metres

Length: 49 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Yamba

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Agatsuma

Reservoir capacity: 108 m³x10⁶

Construction Dates

Start of Project: 08/14

Start of RCC: 08/14

End of RCC: 05/19

End of Project: 10/19

Specifications

Height: 116 metres

Length: 291 metres

Volume of RCC: -

Total volume: 911 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.15	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.08	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	1000

Cementitious material

Cement (kg/m³)
84

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

Shah wa Arüs

Full Dam Information

Details

Country: Afghanistan

Owner: -

Type: Gravity

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

River: Shakardar

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/19

End of Project: 04/21

Specifications

Height: 78 metres

Length: 303 metres

Volume of RCC: 270 m³x10³

Total volume: 337 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.20

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
105

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

Bicentennial/Los Pilares

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

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

River: Mayo

Reservoir capacity: 478 m³x10⁶

Construction Dates

Start of Project: 02/14

Start of RCC: 02/14

End of RCC: -/19

End of Project: 08/20

Specifications

Height: 73 metres

Length: 232 metres

Volume of RCC: 600 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Mangshan

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Changlehe

Reservoir capacity: 133 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/19

End of Project: -/20

Specifications

Height: 101 metres

Length: 355 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Yunzhen

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: -

Reservoir capacity: 96 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: 03/20

End of Project: 01/21

Specifications

Height: 76 metres

Length: 173 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Zungeru

Full Dam Information

Details

Country: Nigeria

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Kaduna

Reservoir capacity: 11400 m³x10⁶

Construction Dates

Start of Project: 09/13

Start of RCC: 09/13

End of RCC: 08/20

End of Project: 10/21

Specifications

Height: 101 metres

Length: 1090 metres

Volume of RCC: 1920 m³x10³

Total volume: 2400 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
59
69 94

Pozzolan (kg/m³)	Pozzolan Type
76	Low-lime flyash (ASTM Class F)
69 76

Agdez

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: Draa

Reservoir capacity: 247 m³x10⁶

Construction Dates

Start of Project: 05/16

Start of RCC: 05/16

End of RCC: 09/20

End of Project: 06/21

Specifications

Height: 110 metres

Length: 317 metres

Volume of RCC: 833 m³x10³

Total volume: 993 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

Hirase

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Nishiki

Reservoir capacity: 30 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/20

End of Project: -/22

Specifications

Height: 73 metres

Length: 300 metres

Volume of RCC: -

Total volume: 340 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

Las Cruces

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

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

River: San Pedro Mazquital

Reservoir capacity: 2485 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/20

End of Project: -/21

Specifications

Height: 185 metres

Length: 815 metres

Volume of RCC: 2 m³x10³

Total volume: 2400 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Center Hill Auxiliary Backup Dam

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

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

River: Caney Fork

Reservoir capacity: 940 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/20

End of Project: -/21

Specifications

Height: 40 metres

Length: 293 metres

Volume of RCC: 99 m³x10³

Total volume: 122 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	Traditional concrete against formwork [stepped face]
0.83

Spillway

Slope	Type
0.83	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
93

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

Center Hill Auxiliary Backup Dam completed

Bouhdid

Full Dam Information

Details

Country: Algeria

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Oued Bouhdid

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/20

End of Project: -/21

Specifications

Height: 30 metres

Length: 260 metres

Volume of RCC: -

Total volume: 60 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10

Downstream

Slope	Type
0.90

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Kabagawa

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Kaba

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: 10/14

Start of RCC: 10/14

End of RCC: 05/21

End of Project: 09/22

Specifications

Height: 89 metres

Length: 266 metres

Volume of RCC: 242 m³x10³

Total volume: 448 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.77	Traditional concrete against formwork

Spillway

Slope	Type
0.77	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	1000

Cementitious material

Cement (kg/m³)
91

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

Kaddoussa

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: Guir

Reservoir capacity: 220 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/21

End of Project: -/21

Specifications

Height: 62 metres

Length: 271 metres

Volume of RCC: 180 m³x10³

Total volume: 210 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

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

Tiddas

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: Bou Regreg

Reservoir capacity: 500 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/21

End of Project: -/22

Specifications

Height: 106 metres

Length: 345 metres

Volume of RCC: 900 m³x10³

Total volume: 1 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Uchigatani

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Uchigatani

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/21

End of Project: -/23

Specifications

Height: 84 metres

Length: 270 metres

Volume of RCC: -

Total volume: 328 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

Yanagawa

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Yana

Reservoir capacity: 19 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/21

End of Project: -/23

Specifications

Height: 77 metres

Length: 243 metres

Volume of RCC: -

Total volume: 233 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Toudgha

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: Toudgha

Reservoir capacity: 33 m³x10⁶

Construction Dates

Start of Project: 11/17

Start of RCC: 11/17

End of RCC: -/21

End of Project: -/22

Specifications

Height: 68 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.90	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.90	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Toga

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Navigation

River: Toga

Reservoir capacity: 31 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/21

End of Project: -/22

Specifications

Height: 112 metres

Length: 232 metres

Volume of RCC: -

Total volume: 570 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.69	Traditional concrete against formwork

Spillway

Slope	Type
0.69	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sidi Abbou

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: Leben

Reservoir capacity: 198 m³x10⁶

Construction Dates

Start of Project: 01/20

Start of RCC: 01/20

End of RCC: 10/22

End of Project: 10/24

Specifications

Height: 71 metres

Length: 111 metres

Volume of RCC: 200 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Fask

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: Assayad

Reservoir capacity: 79 m³x10⁶

Construction Dates

Start of Project: 07/17

Start of RCC: 07/17

End of RCC: 12/22

End of Project: 07/23

Specifications

Height: 77 metres

Length: 830 metres

Volume of RCC: 1400 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

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

Chame Shir

Full Dam Information

Details

Country: Iran

Owner: -

Type: Arch-Gravity

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

River: Zohreh

Reservoir capacity: 2300 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/22

End of Project: -/23

Specifications

Height: 151 metres

Length: 680 metres

Volume of RCC: 1100 m³x10³

Total volume: 1200 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.70

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
160

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

Biratori

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Nukabira

Reservoir capacity: 46 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/22

End of Project: -/24

Specifications

Height: 57 metres

Length: 600 metres

Volume of RCC: -

Total volume: 180 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Baghan

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

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

River: Baghan

Reservoir capacity: 32 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/22

End of Project: -/26

Specifications

Height: 58 metres

Length: 311 metres

Volume of RCC: -

Total volume: 220 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tingzikou

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Jialing

Reservoir capacity: 4067 m³x10⁶

Construction Dates

Start of Project: 11/09

Start of RCC: 11/09

End of RCC: -/22

End of Project: -/25

Specifications

Height: 116 metres

Length: 995 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tuxikou

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Flood Control / Hydropower

River: Qianche

Reservoir capacity: 160 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/22

End of Project: -/23

Specifications

Height: 132 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

Jalaur

Full Dam Information

Details

Country: Philippines

Owner: -

Type: Gravity

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

River: Jalaur

Reservoir capacity: -

Construction Dates

Start of Project: -/19

Start of RCC: -/19

End of RCC: -/22

End of Project: -/23

Specifications

Height: 109 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Asuwagawa

Full Dam Information

Details

Country: Japan

Owner: -

Type: Arch-Gravity

Purpose(s): Flood Control

River: Beko

Reservoir capacity: 29 m³x10⁶

Construction Dates

Start of Project: 07/06

Start of RCC: 07/06

End of RCC: -/24

End of Project: -/26

Specifications

Height: 96 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tateno

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Shirakawa

Reservoir capacity: -

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/24

End of Project: -/26

Specifications

Height: 87 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Dashte Palang

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

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

River: Dashte Palang

Reservoir capacity: 151 m³x10⁶

Construction Dates

Start of Project: 07/13

Start of RCC: 07/13

End of RCC: -/24

End of Project: -/25

Specifications

Height: 56 metres

Length: 350 metres

Volume of RCC: 540 m³x10³

Total volume: 690 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Mashkid 2

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

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

River: Simish & Mashkid

Reservoir capacity: 115 m³x10⁶

Construction Dates

Start of Project: 10/17

Start of RCC: 10/17

End of RCC: -/24

End of Project: -/25

Specifications

Height: 36 metres

Length: 1450 metres

Volume of RCC: 650 m³x10³

Total volume: 850 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Tang e Mashooreh

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

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

River: Kaskkan

Reservoir capacity: 55 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/28

End of Project: -/29

Specifications

Height: 73 metres

Length: 220 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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