Dam Search Results
- Purposes: Hydropower
Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the table below.
Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.
← Scroll the table horizontally to view its entire width →
Name | Country | Owner | Purpose | River | Reservoir capacity (m3x106) | Construction dates | Dimensions | Volume | Facings | Placement | Cementitious material | |||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Start | Finish | Height | Length | RCC | Total | Upstream | Downstream | Spillway | Layers | Lifts | Cement | Pozzolan | ||||||||||||
Project | RCC | RCC | Project | (m) | (m) | (m3x103) | (m3x103) | Slope | Type | Slope | Type | Slope | Type | (m) | (m) | (kg/m3) | (kg/m3) | |||||||
Buchtarma | Kazakhstan | F H | Irtysh | 31 | 05/55 | 09/57 | 10/61 | 12/63 | 90 | 450 | 587 | 988 | V | (10) | 0.80 | (3) | 0.80 | (3) | 300 | 1200 | 135 | 80 | (F) | |
Liangsanping [A] | China | H | Leishui | 4 | - /79 | - /80 | - /81 | - /82 | 35 | 33 | 3 | 3 | ||||||||||||
Kengkou | China | H W | Youxi | 27 | 11/84 | 11/85 | 04/86 | 11/86 | 57 | 123 | 43 | 62 | V | (9) | 0.75 | (10) | 0.75 | (13) | 250 & 500 | 250 & 500 | 60 60 | 120 80 | (F) | |
Tamagawa | Japan | F H I W | Tama | 254 | 08/80 | 09/83 | 07/86 | 12/90 | 100 | 441 | 772 | 1150 | V 0.60 | (1) (1) | 0.81 | (1) | 0.81 | (1) | 150 - 200 | 750 1000 | 91 | 39 | (F) | |
Mano | Japan | F H W | Mano | 36 | 12/83 | 04/85 | 01/88 | 03/90 | 69 | 239 | 104 | 219 | V | (1) | 0.80 | (1) | 0.80 | (1) | 180 | 500 | 96 | 24 | (F) | |
Santa Eugenia | Spain | H | Xallas | 17 | 01/87 | 06/87 | 06/88 | 10/88 | 84 | 290 | 225 | 254 | 0.05 | (3) | 0.75 0.35 | (3)* (3)* | 0.75 | (1) | 250 | 250 | 88 72 | 152 145 | (F) | |
Asahi Ogawa | Japan | F H | Ogawa | 5 | 03/83 | 05/86 | 06/88 | 06/90 | 84 | 260 | 268 | 361 | V 0.90 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 180 | 500 | 96 | 24 | (F) | |
Stagecoach | USA | H I R W | Yampa | 42 | 08/87 | 06/88 | 07/88 | 11/88 | 46 | 116 | 34 | 39 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 71 | 71 | (F) | |
Vadeni | Romania | H | Jiu | 5 | 03/86 | 05/88 | 10/88 | 10/92 | 25 | 55 | 14 | 17 | (12) | (12) | ogee | (12) | 300 | 900 | 125 | 0 | (-) - | |||
Gantangping | China | H | Yonghe | 9 | - /84 | - /86 | - /88 | - /90 | 52 | 180 | 220 | (F) | ||||||||||||
Urugua-i | Argentina | H | Urugua-i | 1175 | 10/85 | 04/88 | 04/89 | - /89 | 77 | 687 | 590 | 626 | V | (6) | 0.80 | (17) | 0.80 | (1) | 400 | 400 | 60 | 0 | (-) - | |
Tirgu Jiu | Romania | H | Jiu | 2 | 08/86 | 06/88 | 05/89 | 12/93 | 24 | 61 | 13 | 26 | (12) | (12) | ogee | (12) | 300 | 900 | 125 | 0 | (-) - | |||
Rongdi | China | F H I | Dulanghe | 19 | 04/88 | 11/88 | 07/89 | 06/91 | 53 | 136 | 61 | 108 | V | (7) | 0.75 | (10) | 0.65 | (1) | 300 | 300 | 90 69 | 140 111 | (F) | |
Longmentan Nº1 | China | H I W | Chanxi | 53 | 12/85 | 12/87 | 08/89 | 09/89 | 58 | 150 | 71 | 93 | V 0.30 | (12) (12) | 0.75 | (10) | 0.75 | (13) | 300 | 300 | 72 54 | 82 86 | (F) | |
Tongjiezi (with Niurixigou saddle dam) | China | F H I N | Dadu | 200 | 01/85 | 10/88 | 12/89 | 10/94 | 88 | 284 | 407 | 855 | V | (1) | 0.75 | (10) | 0.75 | (1) | 300 - 500 | 300 - 500 | 79 82 | 79 83 | (F) | |
Tashkumyr | Kyrgyzstan | H I | Naryn | 140 | - /82 | 03/87 | 12/89 | 12/90 | 75 | 320 | 100 | 1300 | V | (1) | 0.78 | (1) | 0.78 | (1) | 400 | 400 | 90 | 30 | (N) | |
Shangban | China | H | Wenchuanxi | 10 | - /87 | - /88 | - /89 | - /89 | 47 | 122 | 74 | |||||||||||||
Pirika | Japan | F H I | Shirobeshit-oshibetsu | 18 | 10/82 | - /88 | - /89 | 10/91 | 40 | 755 | 163 | 360 | V 0.80 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 | 84 | 36 | (F) | |
Tianshenqiao Nº2 | China | F H | Nanpan | 29 | 01/84 | 04/87 | 06/90 | 12/92 | 61 | 471 | 143 | 284 | V | (1) | V 0.40 | (10) | ogee | (1) | 250 | 250 | 79 | 79 | (F) | |
Riou | France | H I R | Riou | 1 | 01/90 | 06/90 | 07/90 | 03/91 | 26 | 308 | 41 | 46 | V | (2) | 0.60 | (14)* | 0.60 | (14)* | 300 | 300 | 120 | (R) | ||
Nickajack Auxillary Spillway | USA | H | Tennessee | 311 | 08/89 | 07/90 | 02/91 | 04/92 | 17 | 427 | 79 | 79 | 0.25 | (3)* | 0.60 | (3)* | 0.60 | (3)* | 300 | 600 | 85 | 119 | (F) | |
Sakaigawa | Japan | F H I W | Sakai | 60 | 03/85 | - /87 | 07/91 | 01/93 | 115 | 298 | 373 | 713 | V 0.80 | (1) (1) | 0.78 | (1) | 0.78 | (1) | 180 | 750 | 84 | 36 | (F) | |
Victoria replacement | USA | H | West Branch | 13 | 04/91 | 08/91 | 10/91 | 06/92 | 37 | 100 | 36 | 40 | V | (12) | 0.80 | (3)* | 0.80 | (3)* | 300 | 300 | 67 | 67 | (C) | |
Sabigawa (lower dam) | Japan | H | Kosabi | 11 | 10/86 | 03/90 | 12/91 | 11/92 | 104 | 273 | 400 | 590 | 0.10 | (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 | 91 | 39 | (F) | |
Yantan | China | F H N | Hongshui | 34 | 03/85 | 02/89 | 03/92 | 12/95 | 110 | 525 | 626 | 905 | V | (1) | V 0.80 | (1) (1)* | ogee | (1) | 300 | 300 | 55 | 104 | (F) | |
Capanda | Angola | H | Kwanza | 4795 | 02/87 | 10/89 | 05/92 | 12/07 | 110 | 1203 | 757 | 1154 | V | (6) | 0.70 | (14) (10) | 0.70 | (13) | 400 | 400 | 70 | 100 | (M) | |
Shuikou | China | F H N | Min | 2613 | 03/87 | 10/90 | 05/92 | 05/95 | 101 | 791 | 600 | 1710 | V | (1) | 0.73 | (1) | ogee | (1) | 200 - 330 | 200 - 330 | 60 70 | 110 90 | (F) | |
Wan’an | China | F H I N | Gan | 2216 | 11/84 | 12/90 | 12/92 | 06/94 | 68 | 1104 | 156 | 1480 | V | (1) | 0.80 | (1) | ogee | (1) | 300 | 300 | 65 | 105 | (F) | |
Guangzhou PSS- Lower dam | China | H | Liuxihe | 30 | 12/94 | 10/91 | 12/92 | 10/00 | 61 | 153 | 32 | 57 | V | (1) | 0.70 | (3)* | ogee 0.78 | (1) (1) | 300 | 300 | 62 | 108 | (F) | |
Petit Saut | French Guyana | H | Sinnamary | 3500 | 07/89 | 07/92 | 02/93 | 05/94 | 48 | 740 | 250 | 410 | V | (11) | V 0.80 | (7) (16) | 0.80 | (13) | 300 | 300 | 120 | (R) | ||
Jinjiang | China | F H | Jinjianghe | 189 | 07/90 | 10/91 | 03/93 | 07/93 | 68 | 229 | 182 | 267 | V | (1) | 0.75 | (1) | 0.65 | (1) (1) | 300 | 3000 | 70 | 80 | (F) | |
Puding [A] | China | H I W | Sanchahe | 377 | 03/89 | 06/92 | 05/93 | 02/94 | 75 | 196 | 103 | 137 | V | (1) | 0.35 | (1) | ogee 0.35 | (1) (1) | 300 | 300 | 85 54 | 103 99 | (F) | |
Tsugawa | Japan | F H W | Kamo | 6 | 10/89 | 10/91 | 07/93 | 03/94 | 76 | 228 | 222 | 342 | V 0.60 | (1) (1) | 0.76 | (1) | 0.76 | (1) | 250 | 750 | 96 | 24 | (F) | |
Cenza | Spain | H | Cenza | 43 | 01/92 | 03/93 | 08/93 | 12/93 | 49 | 609 | 200 | 225 | V | (3) | 0.122 0.75 | (3)* (3)* | 0.75 | (3)* | 300 | 300 | 70 | 130 | (F) | |
Shuidong | China | H N | Youxi | 108 | 04/91 | 11/92 | 10/93 | 12/95 | 63 | 197 | 126 | 184 | V | (7) | 0.75 | (10) | 0.75 | (1) | 300 | 300 | 50 | 90 | (F) | |
Daguangba | China | H I W | Changhuajiang | 1710 | 06/90 | 12/91 | 12/93 | 07/95 | 55 | 827 | 485 | 860 | V | (1) | 0.75 | (10) (3) | 0.75 | (1) | 300 | 300 | 55 | 96 | (F) | |
Suoshai | China | H | Sancha | 420 | - /89 | - /90 | - /93 | - /94 | 75 | 196 | 88 | |||||||||||||
Pak Mun | Thailand | H | Mun | 04/91 | 12/93 | 03/94 | 06/94 | 26 | 323 | 48 | 50 | V V | (13) (15) | V 0.80 | (13) (15) | separate | 300 | 300 | 58 | 124 | (F) | |||
Shanzi | China | F H I W | Aojiang | 172 | 08/92 | 11/93 | 05/94 | 06/95 | 66 | 274 | 180 | 272 | V | (5) | 0.80 | (10) | 0.77 | (13) | 300 | 300 | 65 55 | 125 95 | (F) | |
Wenquanbao [A] | China | F H I W | Tanghe | 7 | 10/91 | 10/92 | 06/94 | - /95 | 48 | 188 | 55 | 63 | V | (4) | 0.30 | (3) | ogee | (13) | 300 | 300 | 110 69 | 68 85 | (F) | |
San Rafael | Mexico | F H | Santiago | 26 | 11/93 | 05/94 | 07/94 | 07/94 | 48 | 176 | 81 | 110 | V | (5) | 0.66 0.80 | (3)* | separate | 300 | 300 | 90 | 130 | (N) | ||
Lac Robertson | Canada | H | Ha! Ha! | 587 | 10/92 | 06/94 | 08/94 | 03/95 | 40 | 124 | 28 | 35 | V | (1) | 0.75 | (1)* | separate | 300 | 300 | 85 | 85 | (F) | ||
Maojiang [A] | China | H I | Xiang | 2 | - /92 | - /93 | - /94 | - /95 | 45 | 150 | 45 | (F) | ||||||||||||
Sishanping [A] | China | F H I | Leishui | 3 | - /92 | - /93 | - /94 | - /95 | 56 | 147 | 18 | (F) | ||||||||||||
Miyagase | Japan | F H W | Nakatsu | 193 | 11/87 | 11/91 | 02/95 | 03/01 | 156 | 400 | 1537 | 2060 | 0.20 0.60 | (1) (1) | 0.625 | (1) | 0.625 | (1) | 150 - 200 | 750 | 91 | 39 | (F) | |
Chiya | Japan | F H W | Takahashi | 28 | 03/89 | 09/92 | 04/95 | 03/98 | 98 | 259 | 396 | 670 | V | (1) | 0.77 | (1) | 0.77 | (1) | 250 | 750 | 91 | 39 | (F) | |
Ohmatsugawa | Japan | F H W | Matsu | 12 | 07/90 | 10/92 | 06/95 | 09/96 | 65 | 296 | 141 | 294 | V 0.70 | (1) (1) | 0.76 | (1) | 0.76 | (1) | 250 | 750 | 91 | 39 | (F) | |
Xibingxi [A-G] | China | H W | Longshanxi | 9 | 08/93 | 12/94 | 07/95 | 10/95 | 64 | 93 | 25 | 33 | V 0.08 | (4) (4) | 0.65 | (3) | ogee 0.65 | (13) | 300 - 350 | 300 - 350 | 80 79 | 120 105 | (F) | |
Guanyinge (Kwan-in-Temple) | China | F H I W | Taizi | 2168 | 05/90 | 09/91 | 09/95 | 10/95 | 82 | 1040 | 1240 | 1876 | V 0.10 | (1) (1) | 0.70 | (1) | 0.70 | (1) | 270 - 280 | 750 | 91 | 39 | (F) | |
Satsunaigawa | Japan | F H I W | Satsunai | 54 | 02/87 | 04/91 | 10/95 | 03/99 | 114 | 300 | 536 | 770 | 0.40 | (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 | 78 | 42 | (S) | |
Urayama | Japan | F H W | Urayama | 58 | 03/90 | 12/92 | 12/95 | 03/99 | 156 | 372 | 1294 | 1750 | V 0.65 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 1000 | 91 | 39 | (F) | |
Shibanshui | China | F H R | Longxihe | 105 | 12/92 | 04/94 | - /95 | - /96 | 84 | 445 | 335 | 564 | V | (3') | 0.65 | (1) | 0.65 | (13) | 300 | 1000 | 126 60 | 84 90 | (F) | |
Juba I | Brazil | H | Juba | - /93 | - /94 | - /95 | - /96 | 21 | 238 | 96 | 113 | 60 | 15 | (N) | ||||||||||
Juba II | Brazil | H | Juba | - /93 | - /94 | - /95 | - /96 | 21 | 238 | 105 | 113 | 60 | 15 | (N) | ||||||||||
Jordão | Brazil | H | Jordão | 110 | 05/94 | 01/95 | 02/96 | 09/96 | 95 | 550 | 570 | 647 | V | (1) | 0.74 | (3)* | 0.74 | (12) | 400 | 400 | 60 | 15 | (N) | |
Pangue | Chile | H | Bio-Bio | 175 | 01/92 | 01/95 | 02/96 | 12/96 | 113 | 410 | 670 | 740 | V | (1) | 0.80 | (3)* | 0.80 | (12) | 300 | 300 | 80 | 100 | (N) | |
Bailongtan | China | H I N | Hongshuihe | 340 | 02/93 | 10/95 | 04/96 | 08/97 | 34 | 710 | 62 | 80 | V | (1) | 0.70 | (10)* | 0.70 | (5)* | 300 | 300 | 73 99 | 110 60 | (F) | |
Hiyoshi | Japan | F H W | Katsura | 66 | - /83 | 10/94 | 07/96 | 03/98 | 70 | 438 | 440 | 670 | V 0.80 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 1000 | 84 77 | 36 33 | (F) | |
Grand Falls spillway | Canada | H | Exploits | 08/96 | 09/96 | 09/96 | 12/96 | 15 | 180 | 7 | 11 | V | (1) | 0.67 | (1)* | 0.67 | (1)* | 200 | 200 | 130 | 75 | (F) | ||
Mantaicheng | China | H I | Gayahe | 10 | 08/92 | 01/93 | 12/96 | 08/97 | 37 | 337 | 78 | 100 | V | (1) | 0.75 | (10) | ogee 0.70 | (1) (1) | 300 | 1000 | 60 | 120 | (F) | |
Derivação do Rio Jordão | Brazil | H | Jordão | 110 | 05/94 | - /95 | - /96 | 12/97 | 66 | |||||||||||||||
Platanovryssi | Greece | H I | Nestos | 84 | 01/89 | 10/95 | 03/97 | 06/99 | 95 | 305 | 420 | 440 | 0.10 | (14) | 0.75 | (14)* | 0.75 | (13) | 300 | 300 | 50 | 225 | (C) | |
Wanyao | China | F H I W | Dahexi | 223 | 10/93 | 01/95 | 05/97 | 07/97 | 83 | 390 | 320 | 458 | V 0.20 | (1) (1) | 0.70 | (5) | 0.75 | (13) | 300 | 300 | 64 | 96 | (F) | |
Takisato | Japan | F H I W | Sorachi | 108 | 10/90 | - /93 | 07/97 | 06/00 | 50 | 445 | 327 | 455 | 0.06 | (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 | 84 | 36 | (F) | |
Kazunogawa | Japan | H | Tuchimuro | 12 | 11/92 | 08/95 | 07/97 | 11/99 | 105 | 264 | 428 | 622 | V 0.10 | (1) (1) | 0.82 | (1) | 0.82 | (1) | 170 | 1000 | 91 84 | 39 36 | (F) | |
Shuangxi | China | F H I W | Meixihe | 95 | 01/95 | 03/96 | 10/97 | 12/97 | 60 | 221 | 113 | 172 | V | (9) | 0.80 | (1) | 0.78 | (1) | 300 | 300 | 90 55 | 110 105 | (F) | |
Taolinkou | China | F H I R W | Qinglonghe | 859 | 11/92 | 12/94 | 12/97 | - /98 | 75 | 500 | 585 | 1350 | V 0.15 | (1) | 0.78 | (1) | ogee 0.65 | (1) (1) | 300 | 300 | 135 70 | 70 85 | (F) | |
Rio do Peixe II | Brazil | H | Do Peixe | 2 | 02/96 | 12/96 | 12/97 | - /98 | 32 | 300 | 20 | 34 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 120 90 | 0 0 | (-) - | |
Fengxiangxia [A] | China | H | Huilonghe | 8 | - /93 | - /95 | - /97 | - /98 | 90 | 158 | 770 | 0.10 | 0.76 | 0.76 | ||||||||||
Hayachine | Japan | F H I W | Hienuki | 17 | 03/93 | 10/95 | 06/98 | 03/00 | 74 | 333 | 141 | 333 | V 0.20 | (1) (1) | 0.76 | (1) | 0.76 | (1) | 250 | 750 | 84 | 36 | (F) | |
Gov. José Richa (formerly Salto Caxias) | Brazil | H | Iguaçu | 4 | 02/95 | 01/96 | 07/98 | 12/98 | 67 | 1083 | 912 | 1438 | V | (13) | 0.75 | (1)* | 0.75 | (12) | 300 | 300 | 80 | 20 | (F) | |
Gassan | Japan | F H I W | Bonji | 65 | 08/88 | 06/94 | 10/98 | 03/01 | 123 | 393 | 731 | 1160 | V | (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 1000 | 91 | 39 | (F) | |
Yongxi Nº3 | China | F H W | Dazhangxi | 68 | 05/96 | 10/97 | 10/98 | 09/99 | 87 | 198 | 170 | 255 | V | (3') | 0.73 | (10) | ogee 0.73 | (1) (1) | 280 | 3000 | 115 80 | 95 90 | (F) | |
Huatan | China | H | Yinghe | 8 | 01/96 | 06/96 | 12/98 | 05/99 | 85 | 173 | 240 | 290 | 0.20 | (1) | 0.80 | (1) | 0.80 | (1) | 300 - 400 | 300 - 400 | 78 74 | 95 90 | (F) | |
Changshun | China | H W | Yujiang | 68 | - /91 | 03/97 | 12/98 | 06/00 | 69 | 279 | 170 | 200 | V | (3') | 0.74 | (3) | 0.80 | (1) | 300 | 5000 | 134 72 | 89 48 | (F) | |
Wajin [A] | China | H I | Nanxi | 7 | - /94 | - /96 | - /98 | - /99 | 47 | 235 | 240 | |||||||||||||
Kengxiashan [A] | China | H | Yuquanxi | 1 | - /96 | - /97 | - /98 | - /98 | 34 | 80 | ||||||||||||||
Fenhe Nº2 | China | F H W | Fenhe | 130 | 11/96 | 08/98 | 03/99 | 06/00 | 87 | 350 | 362 | 448 | V 0.20 | (1) (1) | 0.75 | (5) | 0.75 | (1) | 300 | 3000 | 127 60 | 84 93 | (F) | |
Jiangya | China | F H I N W | Loushui | 1741 | 07/95 | 10/96 | 04/99 | - /01 | 131 | 368 | 1100 | 1310 | V | (3') | 0.80 | (3)* | ogee 0.80 | (13) | 300 | 3000 | 87 64 46 | 107 96 107 | (F) | |
Songyue (1st Stage) | China | F H I R W | Hailanhe | 21 | 09/97 | 01/98 | 04/99 | 09/99 | 29 | 271 | 44 | 77 | V | (1) | 0.73 | (10) | conduit | 300 | 2000 | 80 | 100 | (F) | ||
Balambano | Indonesia | H | Larona | 31 | 09/96 | 04/98 | 06/99 | 09/99 | 94 | 352 | 528 | 534 | V | (2) | 0.80 | (1)* | 0.80 | (12) | 420 | 420 | 81 | 54 | (F) | |
Yangxishui Nº3 | China | H | Yangxishui | 2 | 11/97 | 09/98 | 06/99 | 07/00 | 46 | 202 | 100 | 139 | V | (1) | V 0.75 | (1) (1)* | 0.70 | (12) | 300 | 300 | (F) | |||
Baishi | China | F H I W | Dalinghe | 1645 | 09/96 | 04/97 | 09/99 | 12/00 | 49 | 513 | 111 | 603 | V 0.10 | (1) (1) | 0.70 | (1) | 0.76 | (1) | 300 | 300 | 72 | 58 | (F) | |
Rosal | Brazil | H | Itabapoana | 17 | 04/98 | - /98 | 09/99 | - /00 | 37 | 212 | 45 | 75 | (1) | (3)* | (1)* | 300 | 300 | 45 | 55 | (S) | ||||
Suçati | Turkey | H | Güredin Creek | 9 | 01/98 | 02/99 | 10/99 | 10/99 | 36 | 192 | 55 | 60 | V | (7) | 0.80 | (7) | 0.80 | (12) | 300 | 300 | 50 | 100 | (S) | |
Guilman-Amorin | Brazil | H | Piracicaba | 12 | - /97 | - /98 | - /99 | - /00 | 41 | 499 | 85 | 102 | 300 | 300 | 80 | 20 | (N) | |||||||
Nam Leuk spillway | Laos | H | Nam Leuk | 185 | - /98 | - /98 | - /99 | - /00 | 15 | 60 | ||||||||||||||
Kubusugawa | Japan | F H I W | Kubusu | 10 | 03/93 | 04/98 | - /99 | 10/02 | 95 | 253 | 364 | 469 | V 0.40 | (1) (1) | 0.78 | (1) | 0.78 | (1) | 250 | 750 | 84 | 36 | (F) | |
Gaobazhou | China | F H N | Qingjiang | 536 | 05/97 | 11/98 | 04/00 | 01/01 | 57 | 440 | 210 | 940 | V | (9) | 0.75 | (1) | 0.75 | (1) | 300 | 300 | 123 86 | 100 86 | (F) | |
Karkheh (Pie Pol) | Iran | F H | Karkeh | 40 | 02/98 | 07/99 | 07/00 | - /01 | 34 | 350 | 130 | 270 | (12) | (12) | ogee | (12) | 300 | 300 | 97 | 33 | (-) - | |||
Porce II | Colombia | H | Porce | 211 | 11/94 | 12/96 | 09/00 | 03/01 | 123 | 425 | 1305 | 1445 | 0.10 | (14) | 0.35 0.75 | (14)* | 0.75 | (13) | 300 | 300 | 132 120 | 88 80 | (N) | |
Tucuruí - 2nd Phase | Brazil | H | Tocantins | 45800 | 06/98 | 06/99 | 09/00 | 10/05 | 78 | 1541 | 288 | 1383 | (3) | (3)* | separate | 300 | 300 | 70 | 30 | (N) | ||||
Dona Francisca | Brazil | H | Jacuí | 63 | 08/98 | 06/99 | 10/00 | 12/00 | 63 | 670 | 485 | 503 | V | (1) | 0.75 | (3)* | 0.75 | (1)* | 300 | 300 | 72 | 18 | (N) | |
Dagangou | China | H | Geermu | 9780 | - /96 | - /98 | - /00 | - /01 | 40 | |||||||||||||||
Shankou Nº3 [A] | China | F H | Du’anshui (Chengjiang) | 48 | 09/99 | 02/00 | 01/01 | 03/01 | 57 | 179 | 90 | 119 | V | (3') | 0.75 | (3') | 0.80 | (1) | 330 | 3000 | 105 63 | 86 80 | (F) | |
Longshou Nº1 [A-G] | China | H | Heihe | 13 | 04/99 | 03/00 | 06/01 | 09/01 | 80 | 258 | 187 | 210 | V 0.20 | (1) (1) | 0.75 | (1) | 0.75 | (1) | 300 | 3000 | 96 58 | 109 113 | (F) | |
Shimenzi [A] | China | H I W | Taxi | 80 | 06/98 | 06/99 | 06/01 | 10/01 | 110 | 176 | 188 | 211 | 0.142 V | (3') (3') | V 0.18 | (3) (3) | crest | (12) | 300 | 3000 | 93 62 | 110 110 | (F) | |
Chubetsu | Japan | F H I W | Chubetu | 93 | 03/94 | 09/97 | 08/01 | 03/04 | 86 | 290 | 523 | 1007 | V 0.80 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 1000 | 84 | 36 | (F) | |
Dachaoshan | China | F H | Lancang | 890 | 10/97 | 12/98 | 10/01 | 07/02 | 115 | 481 | 757 | 1287 | V 0.20 | (3') | 0.70 | (10)* | 0.70 | (13) | 300 | 300 | 94 67 | 94 101 | (N) | |
Cana Brava | Brazil | H | Tocantins | 2300 | 03/99 | 02/00 | 10/01 | 10/02 | 67 | 510 | 527 | 833 | (1) | (3)* | ogee | (1) | 300 | 300 | 40 | 50 | (S) | |||
Mianhuatan | China | F H N W | Ting | 2035 | 04/98 | 12/98 | 11/01 | 04/02 | 111 | 302 | 500 | 615 | V | (9) | 0.75 | (10) | 0.70 | (13) | 300 | 3000 | 82 59 48 | 100 88 88 | (F) | |
Lajeado (Luis Eduardo Magalhães) | Brazil | H | Tocantins | 4982 | 07/98 | 06/01 | 12/01 | 12/02 | 43 | 2100 | 188 | 210 | 300 | 300 | 30 | 40 | (S) | |||||||
Yanwangbizi | China | F H I W | Dalinghe | 217 | - /96 | - /97 | - /01 | - /02 | 35 | 383 | 87 | 220 | 64 | 118 | (F) | |||||||||
Ueno | Japan | H | Jinryu | 19 | 03/97 | - /98 | - /01 | 06/05 | 120 | 350 | 269 | 720 | V 0.30 | (1) (1) | 0.84 | (1) | 0.84 | (1) | 200 | 1000 | 77 70 | 33 30 | (F) | |
Funil | Brazil | H | Rio Grande | 285 | - /97 | - /99 | - /01 | 12/02 | 50 | |||||||||||||||
Xiaoxihe | China | H I | Xiaoxihe | 5 | - /99 | - /00 | - /01 | - /02 | 62 | 103 | 47 | 66 | (F) | |||||||||||
Shuangkengkou [A] | China | H | Xiaoxihe | 12 | - /99 | - /00 | - /01 | - /02 | 68 | |||||||||||||||
Peñas Blancas | Costa Rica | H | Peñas Blancas | 2 | 04/00 | 07/01 | 01/02 | 07/02 | 48 | 211 | 120 | 170 | V | (1) | 0.80 | (1)* | 0.80 | (12) | 300 | 300 | 90 | 35 | (N) | |
Helong | China | H R W | Hailanhe | 30 | 11/98 | 08/99 | 01/02 | 12/02 | 30 | 244 | 43 | 89 | V | (1) | 0.75 | (10) | ogee | (10)* | 300 | 2000 | 113 | 113 | (F) | |
Shapai [A] | China | H | Caopohe | 18 | 06/97 | 03/00 | 05/02 | 04/03 | 132 | 230 | 380 | 392 | V 0.10 | (3') | 0.21 | (3) | crest 0.21 | (1) | 300 | 300 | 108 89 | 72 89 | (F) | |
Miel I | Colombia | H | La Miel | 565 | 12/97 | 04/00 | 07/02 | 10/02 | 188 | 345 | 1669 | 1730 | V | (4') | 0.75 1.00 | (3') | 0.75 1.00 | (12) | 300 | 300 | 85 to 160 | 0 | (-) - | |
Yangxishui Nº1 | China | H I | Yangxishui | 100 | 12/00 | 10/01 | 11/02 | 06/03 | 82 | 244 | 241 | 340 | V | (1) | V 0.75 | (1) (1)* | 0.70 | (12) | 300 | 300 | (F) | |||
Itiquira | Brazil | H | Itiquira | - /00 | - /00 | - /02 | - /02 | 15 | 22 | |||||||||||||||
Nankengyuan [A] | China | H | Xiaoxihe | 1 | - /98 | - /00 | - /02 | - /03 | 34 | 114 | ||||||||||||||
Rio São Bento | Brazil | H | Rio São Bento | 58 | - /99 | - /00 | - /02 | - /03 | 49 | 461 | V | 0.80 | 0.80 | |||||||||||
Guaporé | Brazil | H | Guaporé | 18 | - /00 | - /01 | - /02 | - /03 | 32 | 152 | 43 | |||||||||||||
Jauru | Brazil | H | Jauru | 20 | - /00 | - /01 | - /02 | - /03 | 51 | |||||||||||||||
Junxi II [A] | China | H | Junxi | 5 | - /00 | - /01 | - /02 | - /03 | 69 | 192 | ||||||||||||||
Wanmipo | China | H N | Youshui | 378 | 08/01 | 11/02 | 05/03 | 05/04 | 65 | 238 | 141 | 376 | V | (3') | 0.75 | (12) | ogee | (12) | 300 | 3000 | 86 68 | 103 83 | (F) | |
Linhekou [A] | China | H I | Linhe | 147 | - /99 | 12/01 | 06/03 | - /04 | 100 | 311 | 229 | 293 | curve | (3') | curve | (3') | ogee | (1) | 300 | 3000 | 74 66 | 111 111 | (F) | |
Ralco | Chile | H | Bio-Bio | 1200 | 08/99 | 01/02 | 09/03 | 04/04 | 155 | 360 | 1596 | 1640 | V | (3') | 0.80 | (3') | 0.80 | (12) | 300 | 300 | 133 95 116 | 57 50 41 | (N) | |
Tizidong | China | H | Apeng | 25 | 08/01 | 10/02 | 10/03 | 11/03 | 56 | 193 | 72 | 161 | (12) | (12) | (12) | (F) | ||||||||
Huilong PSS - Upper dam | China | H | 1 | 06/01 | 11/02 | 11/03 | - /05 | 54 | 208 | 73 | 76 | V | (3') | 0.75 | (3') | none | 300 | 300 | (F) | |||||
Bureya | Russia | F H | Bureya | 21000 | 01/76 | 01/85 | - /03 | - /09 | 139 | 810 | 709 | 3538 | V | (1) | 0.70 | (1) | 0.70 | (1) | 300 - 500 | 300 - 500 | 95 to 110 | 25 to 30 | (N) | |
Maobaguan [A] | China | H | Renhe | 2 | - /00 | - /02 | - /03 | - /04 | 66 | 120 | 81 | 106 | ||||||||||||
Wangkeng | China | H | Tangkouxi | 15 | - /01 | - /02 | - /03 | - /04 | 56 | 159 | 38 | 40 | (F) | |||||||||||
Liubo [A] | China | F H | Xipihe | 51 | - /02 | - /03 | - /03 | - /04 | 70 | 258 | 130 | 168 | (F) | |||||||||||
Ghatghar (Upper dam) | India | H | Pravara | 6 | 12/01 | 05/03 | 01/04 | 06/04 | 15 | 503 | 35 | 40 | V | (3') | 0.78 | (3')* | 0.78 | (3')* | 300 | 300 | 88 | 132 | (F) | |
Zhouning | China | H | Muyangxi | 47 | - /02 | 04/03 | 03/04 | 06/04 | 73 | 206 | 159 | 199 | V | (3') | 0.72 | (3') | 0.70 | (12) | 300 | 300 | 67 50 | 100 92 | (F) | |
Huilong PSS - Lower dam | China | H | 2 | 06/01 | - /02 | 06/04 | - /05 | 54 | 175 | 88 | 105 | V | (3') | 0.75 | (3')* | 0.75 | (12) | 300 | 300 | (F) | ||||
Pedrógão | Portugal | F H I | Guadiana | 106 | 08/02 | 02/04 | 08/04 | - /05 | 43 | 448 | 172 | 392 | V | (3') | 0.80 | (3')* | 0.80 | (12)* | 300 | 300 | 55 | 165 | (F) | |
Tongkou | China | H | Tongkouhe | 36 | 10/98 | - /02 | - /04 | - /04 | 72 | 198 | 300 | 352 | V | (1) | 1.10 | (1) | ogee | (1) | 300 | 300 | (F) | |||
Pingban | China | H | Nanpan | 278 | 12/01 | - /02 | - /04 | 07/05 | 62 | 396 | 150 | 700 | V | (3') | 0.70 | (3') | ogee | (12) | 300 | 300 | (F) | |||
Monte Claro | Brazil | H | Das Antas | 23 | 04/02 | - /03 | - /04 | 12/04 | 25 | 180 | 35 | 66 | 75 | |||||||||||
Changtan [A] | China | H | Tuwushui | 17 | - /03 | - /03 | - /04 | - /04 | 53 | 124 | 29 | |||||||||||||
Nam Mang 3 | Laos | H | Nam Gnong | 49 | - /02 | - /03 | - /04 | 01/05 | 28 | 151 | ||||||||||||||
Risoleta Neves (formerly Candonga) | Brazil | H | Doce | 54 | 05/01 | - /03 | - /04 | 05/05 | 53 | 311 | 236 | 248 | 300 | 300 | 40 | 50 | (S) | |||||||
Yujiankou | China | H | Longhe | 9 | 08/01 | - /03 | - /04 | - /05 | 50 | 156 | 118 | 147 | V | (3') | 0.70 | (3') | 0.85 | (1) | (F) | |||||
Letan | China | H I N | Xijiang | 950 | - /02 | - /03 | - /04 | - /05 | 66 | 586 | 50 | 210 | ||||||||||||
Xiakou [A] | China | H | Juhe | 99 | - /02 | - /03 | - /04 | - /05 | 85 | 192 | 131 | |||||||||||||
Qinglianxi | China | H | Meixi | 20 | - /00 | - /02 | - /04 | - /06 | 96 | 178 | ||||||||||||||
Santa Clara - Jordão-PR | Brazil | H | Jordåo | 431 | 11/02 | 12/03 | - /04 | 01/05 | 67 | 543 | 530 | 606 | (1) | (1) | (1)* | 300 | 300 | 40 | 50 | (S) | ||||
Saluda dam remediation | USA | H | Saluda | 1970 | 08/02 | 07/03 | 04/05 | 07/05 | 65 | 2439 | 1004 | 1410 | (5) | (5) | 300 | 300 | 89 | 89 | (F) | |||||
Zhaolaihe [A] | China | H I W | Sidu | 70 | 12/03 | 03/04 | 05/05 | 10/05 | 107 | 206 | 166 | 255 | curve | (3') | curve | (3') | (3') | 300 | 3000 | 84 126 | 126 103 | (F) | ||
Xihe | China | F H N | Hanjiang | 229 | 11/03 | 02/04 | 05/05 | 06/07 | 63 | 346 | 194 | 631 | (F) | |||||||||||
Suofengying | China | F H I N W | Wu | 201 | 10/00 | 06/03 | 08/05 | 03/06 | 122 | 165 | 421 | 739 | V 0.25 | (3') (3') | 0.70 | (3') | 0.70 | (1) | 300 | 3000 | 64 | 95 | (F) | |
Chalillo | Belize | H | Macal | 120 | 07/03 | 03/04 | 10/05 | 12/06 | 68 | 425 | 180 | 210 | 0.20 | (1) | 0.75 | (3')* | 0.75 | (12) | 300 | 3600 | 105 | 0 | (N) | |
Barra Grande | Brazil | H | Pelotas | 50000 | - /01 | - /02 | - /05 | - /06 | 85 | 665 | 1 | |||||||||||||
Changzhou | China | H | Xunjiang | 56 | - /93 | - /02 | - /05 | - /07 | 56 | |||||||||||||||
Picada | Brazil | H | 7 | - /02 | - /03 | - /05 | - /06 | 32 | ||||||||||||||||
Xiaqiao [A] | China | H | Long | 49 | - /02 | - /03 | - /05 | - /06 | 68 | 167 | 172 | 226 | ||||||||||||
Huizhou PSS - Lower dam | China | H | Caitouhe | 30 | - /02 | - /03 | - /05 | - /11 | 61 | 420 | 235 | 242 | ||||||||||||
Tangkeng [A] | China | H | Guxi | 12 | - /03 | - /04 | - /05 | - /05 | 66 | (12) | (12) | (12) | ||||||||||||
Cachoeira Grande | Brazil | H | Jaqueira | 5 | - /04 | - /04 | - /05 | - /05 | 16 | 207 | 15 | |||||||||||||
Peixe Angical | Brazil | H | Tocantins | 3 | 04/02 | - /04 | - /05 | 09/06 | 39 | 400 | 500 | 582 | 300 | 300 | 70 | 0 | (-) - | |||||||
São Bernardo | Brazil | H | 2 | - /03 | - /04 | - /05 | - /06 | 20 | 120 | |||||||||||||||
Xixi | China | F H I W | Daxi | 85 | - /03 | - /04 | - /05 | - /06 | 71 | 243 | 231 | 244 | (F) | |||||||||||
Baise | China | F H I N W | Youjiang | 5660 | 12/01 | 12/02 | 04/06 | 07/06 | 130 | 720 | 1995 | 2672 | V | (9) | 0.80 | (1) | 0.80 | (1) | 300 | 3000 | 80 50 | 132 110 | (F) | |
Ghatghar (Lower dam) | India | H | Shahi Nallah | 3 | 12/01 | 12/04 | 05/06 | 03/07 | 86 | 447 | 638 | 646 | 0.141 | (3') | 0.782 | (3')* | 0.782 | (3')* | 300 | 300 | 75 | 150 | (F) | |
Nagai | Japan | F H N W | Okitamano | 51 | 03/00 | 10/02 | 11/06 | 03/11 | 126 | 381 | 703 | 1200 | V 0.50 | (1) (1) | 0.73 | (1) | 0.73 | (1) | 250 | 1000 | 91 | 39 | (F) | |
Dahuashui [A] | China | H | Qingshui | 276 | 01/04 | 04/05 | 11/06 | - /07 | 135 | 198 | 550 | 670 | curve | (3') | curve | (3') | (1) | 300 | 3000 | 81 94 | 81 94 | (F) | ||
Niuqiao [A] | China | H | Qingtonghe | 26 | - /03 | - /05 | 12/06 | - /07 | 62 | 201 | 710 | |||||||||||||
Pleikrong | Vietnam | H | Po Ko | 1048 | 11/05 | 02/05 | 12/06 | - /07 | 65 | 495 | 326 | 450 | V | (1) | 0.80 | (1) | 0.80 | (1) | 300 | 300 | 80 | 210 | (N) | |
Xinjiangshankou | China | H | Kaidu | - /97 | - /04 | - /06 | - /08 | 71 | ||||||||||||||||
Baisha | China | F H | Wanshou | 199 | - /04 | - /05 | - /06 | - /06 | 75 | 172 | 211 | 239 | ||||||||||||
Esmeralda | Brazil | H | 1 | - /05 | - /05 | - /06 | - /06 | 19 | 15 | 27 | 64 | 16 | (N) | |||||||||||
Leidatan | China | H | Yingtaoyuangou | 94 | 03/03 | - /05 | - /06 | 06/07 | 84 | 202 | 240 | 340 | V | (3') | 0.70 | (3') | 0.70 | (1) | ||||||
Mosquitão | Brazil | H | 19 | - /04 | - /05 | - /06 | - /07 | 32 | 236 | 57 | 76 | |||||||||||||
Fundão | Brazil | H | Jordao | 34 | - /04 | - /05 | - /06 | - /07 | 43 | 445 | 200 | 220 | 300 | 300 | 64 | 16 | (N) | |||||||
Xiaoxi | China | H | Longkouxi | 168 | - /04 | - /05 | - /06 | - /07 | 47 | 268 | ||||||||||||||
Zhouba | China | F H | Mabianhe | 204 | - /04 | - /05 | - /06 | - /07 | 73 | 163 | 229 | 405 | V | (1) | 0.70 | (1) | 0.78 | (1) | 300 | 300 | 110 66 | 73 66 | (F) | |
Shaba [A] | China | H | Hongdu | 99 | - /04 | - /05 | - /06 | - /07 | 87 | 148 | 67 | 90 | ||||||||||||
Wuchuanshaba [A] | China | H | Wujlang | 9940 | - /04 | - /05 | - /06 | - /07 | 87 | |||||||||||||||
Daxia | China | H I | Quan | 20 | - /04 | - /05 | - /06 | - /07 | 88 | 160 | 205 | |||||||||||||
Zaoshi | China | F H N W | Dieshui | 1439 | - /04 | - /05 | - /06 | - /07 | 88 | 351 | 450 | 930 | V 0.25 | (3') | 0.80 | (3') | 0.75 | (1) | 300 | 3000 | 53 83 | 99 102 | (F) | |
Jupudu | China | H | Lixian (Black) | 174 | 11/04 | - /05 | - /06 | - /07 | 95 | 320 | 480 | 800 | V 0.20 | (3) | 0.80 | (3) | 0.80 | (3) | ||||||
Tukaihe | China | H | Lixian | 78 | 04/04 | 12/05 | - /06 | - /07 | 59 | 300 | 255 | 570 | V | (3') | (3') | (3') | 300 | 3000 | 65 93 | 110 113 | (S) | |||
Longqiao [A] | China | H R | Yu | 26 | 12/05 | 03/06 | 02/07 | 05/07 | 95 | 156 | 135 | 160 | curve | (3') | curve | (3) | (3) | |||||||
Pinalito | Dominican Republic | H | Tireo | 4 | 09/04 | 11/05 | 03/07 | - /08 | 52 | 210 | 73 | 100 | V | (1) | 0.80 | (1)* | 0.80 | (12) | 300 | 300 | 98 | 8 | (N) | |
Nakai, part of Nam Theun 2 HPP | Laos | H | Nam Theun | 3530 | 04/04 | 02/06 | 03/07 | 10/09 | 39 | 436 | 155 | 200 | (1) | (10) | (12) | 300 | 300 | 100 | 100 | (F) | ||||
Akköy I | Turkey | H | Harsit | 3 | 07/05 | 10/06 | 04/07 | 09/08 | 38 | 144 | 87 | 101 | 0.10 | (1) | 0.80 | (1) | 0.80 | (12) | 300 | 300 | 100 | 100 | (N) | |
Huizhou PSS - Upper dam | China | H | Xiaojinhe | 30 | 10/04 | 12/05 | 05/07 | - /11 | 56 | 168 | 84 | 93 | V | (1) | 0.75 | (1) | 0.70 | (1) | 300 | 300 | 64 | 125 | (F) | |
Longtan (Stage 1) | China | F H N W | Hongshui | 16210 | 07/01 | 10/04 | 06/07 | 12/09 | 192 | 832 | 4623 | 7400 | V 0.25 | (3') | 0.70 | (3') | 0.68 | (12) | 300 | 300 | 99 86 | 121 109 | (F) | |
Taishir | Mongolia | H I W | Zabkhan | 930 | 02/05 | 05/06 | 06/07 | 12/07 | 60 | 200 | 210 | 250 | V | (2) | 0.72 | (1)* | 0.72 | (12)* | 333 | 333 | 75 | 0 | (-) - | |
A Vuong | Vietnam | H | Vugia Thubon | 340 | 08/03 | 01/06 | 10/07 | 11/08 | 83 | 240 | 260 | 350 | V | (1) | 0.80 | (1) | 1.00 | (1) | 300 | 300 | 90 | 150 | (N) | |
Dinh Binh | Vietnam | F H I W | Kon | 226 | 05/02 | 08/05 | 12/07 | 12/08 | 55 | 571 | 183 | 430 | V | (11) | 0.75 | (3') | ogee | (12) | 300 | 900 | 70 126 | 175 141 | (F) | |
Fengman | China | H | Songhuajian | 10377 | - /00 | - /03 | - /07 | - /10 | 95 | 1068 | 2700 | |||||||||||||
Hongkou | China | H W | Huotong | 449 | - /03 | - /05 | - /07 | - /08 | 130 | 341 | 681 | 830 | ||||||||||||
Shiti | China | H | Youshui | 163 | - /05 | - /06 | - /07 | - /07 | 54 | 214 | 260 | |||||||||||||
Luojiaohe [A] | China | H | Baibu | 46 | - /05 | - /06 | - /07 | - /07 | 81 | 250 | 110 | |||||||||||||
Castro Alves | Brazil | H | Das Antas | 127 | - /05 | - /06 | - /07 | 02/08 | 48 | 350 | 240 | 322 | V | 1.30 | 1.30 | 60 | 15 | (N) | ||||||
Quatorze (XIV) de Julho | Brazil | H | Das Antas | 55 | - /05 | - /06 | - /07 | 10/08 | 37 | 281 | 75 | 212 | V | 1.30 | 1.30 | 75 | 15 | (N) | ||||||
Baxiang Nº3 | China | H | Baxianghe | 8 | - /05 | - /06 | - /07 | - /08 | 44 | 207 | 63 | 83 | ||||||||||||
Tiecheng | China | H | Datong | 1 | - /05 | - /06 | - /07 | - /08 | 44 | 143 | ||||||||||||||
Yumen | China | F H N | Luohe | 28 | - /05 | - /06 | - /07 | - /08 | 62 | 244 | 133 | 234 | ||||||||||||
Youshui | China | H | Youshui | 152 | - /05 | - /06 | - /07 | - /08 | 63 | 194 | ||||||||||||||
Qilinguan [A] | China | H | Nanhe | 14 | - /05 | - /06 | - /07 | - /08 | 77 | 140 | 45 | 55 | ||||||||||||
Bailianya [A] | China | F H I W | Dongpi | 480 | - /05 | - /06 | - /07 | 04/09 | 105 | 422 | 485 | 600 | V | (1) | 0.335 | (1) | 0.335 | (1) | 300 | 3000 | 72 56 | 108 84 | (F) | |
Cotiporã | Brazil | H | Carreiro | - /07 | - /07 | - /07 | - /07 | 16 | 196 | 21 | 41 | |||||||||||||
Plano Alto | Brazil | H | 1 | - /06 | - /07 | - /07 | 02/08 | 38 | 173 | 42 | 78 | V | 0.75 | 0.75 | 72 | 19 | (N) | |||||||
Jararaca | Brazil | H | das Antas | 8 | - /06 | - /07 | - /07 | 04/08 | 25 | 121 | 31 | 61 | 72 | 18 | (N) | |||||||||
Nansha | China | H | Honghe | 212 | 02/06 | - /07 | - /07 | 07/08 | 85 | |||||||||||||||
Linha Emilia | Brazil | H | Carreiro | 12 | - /06 | - /07 | - /07 | - /08 | 30 | 205 | 35 | 54 | ||||||||||||
Ilha | Brazil | H | Da Prata | - /06 | - /07 | - /07 | - /08 | 41 | 46 | 76 | 80 | 20 | (N) | |||||||||||
Silin | China | F H I N | Wujiang | 1593 | 11/05 | 11/06 | 03/08 | - /09 | 117 | 310 | 825 | 1100 | V | (1) | 0.70 | (1) | 0.70 | (1) | 66 89 | 100 109 | (F) | |||
Weihou [A] | China | H | Tuoniangiang | 133 | 03/05 | - /06 | 04/08 | - /09 | 82 | |||||||||||||||
Guangzhao | China | H | Beipan | 3245 | 10/04 | 02/06 | 05/08 | - /09 | 201 | 412 | 2420 | 280 | V 0.25 | (9) | 0.75 | (1) | 0.75 | (1) | 300 | 300 | 61 71 | 91 87 | (F) | |
Gelantan | China | H | Lixian | 409 | 01/03 | 09/06 | 08/08 | - /09 | 113 | 466 | 903 | 1200 | V 0.20 | (3') | 0.75 | (3') | 0.75 | (1) | 77 93 | 77 93 | (S) | |||
Mangla Emergency Spillway Control Weir | Pakistan | H I | Jhelum | 6500 | 08/04 | 12/07 | 11/08 | 01/09 | 17 | 370 | 54 | 79 | V 0.30 | (3') (3')* | V 0.70 | (3') (3')* | 0.70 | (3')* | 300 | 300 | 60 | 120 | (S) | |
Yeywa | Myanmar | H | Myitnge | 2600 | 10/01 | 02/06 | 12/08 | 12/10 | 137 | 680 | 2473 | 2843 | V | (3') | 0.80 | (3')* | 0.80 | (12) | 300 | 300 | 75 | 145 | (N) | |
Jing Hong | China | F H R | Lancang | 1139 | - /04 | - /05 | - /08 | - /09 | 108 | 705 | 848 | 3068 | V | (3) | 0.80 | (3) | (1) | 300 | 64 93 | 93 93 | (S) | |||
Se San 4 | Vietnam | H | Poko | 54 | 12/04 | 03/05 | - /08 | - /09 | 74 | 834 | 753 | 1300 | V | (1) | 0.80 | (1) | 0.80 | (1) | 300 | 300 | 80 | 160 | (N) | |
Santa Laura | Brazil | H | Chapecozinho | 19 | - /06 | - /06 | - /08 | - /08 | 27 | 24 | 42 | |||||||||||||
Santa Rosa II | Brazil | H | Grande | 7 | - /06 | - /06 | - /08 | - /08 | 31 | |||||||||||||||
Pengshui | China | H I | Changxi | 1465 | - /05 | - /06 | - /08 | - /09 | 117 | 326 | 608 | 1330 | V | (3') | 0.70 | (3') | 0.70 | (1) | 64 81 | 96 121 | (F) | |||
Liujiadong | China | H | Gui | 26 | - /06 | - /07 | - /08 | - /08 | 61 | 166 | 127 | |||||||||||||
Maojiahe | China | H | Beipan | 13 | - /06 | - /07 | - /08 | - /08 | 75 | 1166 | ||||||||||||||
Huanghuazhai [A] | China | H | Getu | 1748 | 07/06 | - /07 | - /08 | - /08 | 110 | 253 | 280 | 292 | 52 | 96 | (F) | |||||||||
Cachoeirão | Brazil | H | Manhuaçu | - /07 | - /07 | - /08 | - /08 | 23 | 90 | |||||||||||||||
São Simão | Brazil | H | Itapemirim | 11 | - /06 | - /07 | - /08 | 02/09 | 56 | 187 | 92 | 115 | ||||||||||||
Angelina (formerly Portobello - Corredeira do Encano) | Brazil | H | Tijucas | - /07 | - /07 | - /08 | 03/09 | 45 | 178 | |||||||||||||||
Engenheiro Henrique Kotzian | Brazil | H | Ivaí | 9 | - /06 | - /07 | - /08 | 04/09 | 34 | 107 | 58 | 76 | ||||||||||||
Pedra do Garrafão | Brazil | H | Itabapoana | - /07 | - /07 | - /08 | 05/09 | 15 | 110 | |||||||||||||||
Goiandira | Brazil | H | Verissimo | 76 | 08/07 | - /07 | - /08 | 05/09 | 44 | 341 | V | 0.75 | 0.75 | |||||||||||
Binh Dien | Vietnam | H | Huu Trach | 424 | - /06 | - /07 | - /08 | - /09 | 55 | 571 | 189 | 423 | 300 | 300 | 70 | 105 | (F) | |||||||
Shuhe | China | H | Hanjiang | 176 | - /06 | - /07 | - /08 | - /09 | 72 | |||||||||||||||
Qingxi [A] | China | H | Furong | 98 | - /06 | - /07 | - /08 | - /09 | 82 | 166 | 154 | |||||||||||||
Nongling | China | H | Long | 233 | - /06 | - /07 | - /08 | - /09 | 91 | 280 | 486 | |||||||||||||
Shankou | China | H | Takasi | 121 | 04/06 | - /07 | - /08 | - /09 | 50 | 496 | ||||||||||||||
Rodeio Bonito | Brazil | H | Irani | 9 | - /06 | - /07 | - /08 | 01/10 | 32 | 223 | 59 | V | 0.85 | 0.85 | ||||||||||
Engenheiro Ernesto Jorge Dreher | Brazil | H | Ivaí | 4 | - /07 | - /08 | - /08 | 04/09 | 23 | 220 | 29 | 35 | 68 | 17 | (N) | |||||||||
Las Truchas | Mexico | H | La Lobor o Las Truchas | - /07 | - /08 | - /08 | - /09 | 35 | 230 | 24 | 300 | 300 | ||||||||||||
Yunlonghe Nº3 [A] | China | H | Yunlong | 44 | 03/06 | 04/07 | 04/09 | - /11 | 139 | 119 | 182 | 207 | curve | (3') | curve | (3') | (3') | |||||||
Capillucas | Peru | H | Canete | 5 | 01/07 | 10/08 | 04/09 | 10/09 | 34 | 60 | 75 | 75 | 0.375 | (3') | 0.75 | (3')* | 300 | 300 | 65 | 90 | (N) | |||
Kasegawa | Japan | F H I W | Kase | 71 | 02/05 | 10/07 | 06/09 | 03/12 | 99 | 456 | 830 | 948 | V 0.60 | (1) (1) | 0.75 | (1) | 0.75 | (1) | 250 | 1000 | 84 | 36 | (F) | |
Yunkou [A] | China | H | Wuni | 35 | 06/07 | 04/08 | 06/09 | - /12 | 119 | 152 | 200 | 205 | ||||||||||||
Vaca | Belize | H | Marcal | 12 | 02/07 | 02/08 | 10/09 | 12/11 | 70 | 225 | 200 | 220 | 0.20 | (1) | 0.75 | (3')* | 0.75 | (12) | 300 | 3000 | 94 | 31 | (F) | |
Salto-RS | Brazil | H | - /07 | - /07 | - /09 | - /09 | 42 | |||||||||||||||||
Wudu | China | F H I W | Fu | 572 | 10/04 | - /07 | - /09 | - /10 | 120 | 631 | 1151 | 1580 | V | (3') | 0.75 | (3') | 0.80 | (3') | (F) | |||||
São Pedro | Brazil | H | Jacu Braço Norte | 2 | - /06 | - /07 | - /09 | - /10 | 30 | 140 | 22 | 35 | ||||||||||||
Sông Côn 2 | Vietnam | H | Song Con | 30 | - /06 | - /07 | - /09 | - /10 | 58 | 260 | ||||||||||||||
Tianhuaban [A] | China | H | Niulan | 66 | 12/06 | - /07 | - /09 | - /10 | 113 | 160 | 182 | 360 | curve | (3') | curve | (3') | ogee | (3) | ||||||
Baishiya | China | H I W | Xijiang | 26 | - /04 | - /07 | - /09 | - /12 | 74 | 190 | 230 | 240 | 0.75 | |||||||||||
Criúva | Brazil | H | Lajeado Grange | 7 | - /08 | - /08 | - /09 | 12/09 | 25 | 246 | 80 | 95 | 72 | 18 | (N) | |||||||||
Chonghu’er | China | H | Buerjin | 80 | 10/06 | - /08 | - /09 | - /09 | 71 | 545 | 480 | |||||||||||||
Areia Branca | Brazil | H | Manhuaçu | - /08 | - /08 | - /09 | - /09 | 28 | 257 | |||||||||||||||
Palanquinho | Brazil | H | Lajeado Grande | 6 | - /07 | - /08 | - /09 | 01/10 | 32 | 137 | 89 | 103 | 72 | 18 | (N) | |||||||||
Barra do Coqueiros | Brazil | H W | Claro | 1 | 08/07 | - /08 | - /09 | 07/10 | 60 | 1670 | 172 | 282 | ||||||||||||
Serra do Facão | Brazil | H | Sao Marcos | 5199 | 02/07 | - /08 | - /09 | 10/10 | 92 | 326 | 610 | 742 | 300 | 300 | 72 | 18 | (N) | |||||||
Maduhe [A] | China | H | Siyang | 33 | - /06 | - /08 | - /09 | - /10 | 100 | 185 | ||||||||||||||
São José | Brazil | H | Carreiro | - /07 | - /08 | - /09 | - /10 | 30 | ||||||||||||||||
Passo do Meio | Brazil | H | das Antas | 27 | - /07 | - /08 | - /09 | - /10 | 31 | 110 | ||||||||||||||
Caçu | Brazil | H | Claro | - /07 | - /08 | - /09 | - /10 | 40 | ||||||||||||||||
Yangjiayuan [A] | China | H W | Tongzhi | 78 | - /07 | - /08 | - /09 | - /10 | 68 | 153 | ||||||||||||||
Santa Clara Almorés-MG | Brazil | H | Mucuri | 151 | - /07 | - /08 | - /09 | - /10 | 72 | 242 | 520 | 600 | 300 | 300 | 0 | |||||||||
Geliqiao | China | H | Qingshui | 77 | 01/07 | 04/08 | - /09 | - /10 | 124 | 104 | 500 | |||||||||||||
Arvoredo | Brazil | H | Irani | 12 | - /08 | - /09 | - /09 | 04/10 | 39 | 250 | 53 | 81 | V | 0.75 | 0.75 | 80 | 20 | (N) | ||||||
Feke II | Turkey | H | Göksu | 63 | 12/07 | 12/08 | 02/10 | 08/10 | 70 | 256 | 194 | 227 | 0.07 | (6) | 0.80 | (3')* | separate | 300 | 300 | 60 60 | 60 50 | (F) | ||
Adnan Mendres (formerly Çine) | Turkey | F H I W | Çine | 350 | 12/95 | 11/04 | 04/10 | 10/11 | 137 | 300 | 1560 | 1650 | 0.10 0.20 | (7') | 0.85 | (7') | 0.85 | (7') | 300 | 300 | 85 75 | 105 95 | (F) | |
Pirris | Costa Rica | H | Pirris | 36 | 12/06 | 03/09 | 06/10 | 07/11 | 113 | 258 | 695 | 755 | 0.33 | (3')* | 0.50 | (3')* | 0.50 | (12) | 300 | 300 | 88 | 132 | (N) | |
Braamhoek | South Africa | H | Braamhoekspruit | 27 | 04/08 | 06/09 | 06/10 | 02/11 | 37 | 330 | 90 | 98 | V | (3') | 0.67 | (3')* | 0.67 | (3')* | 300 | 1200 | 70 | 95 | (F) | |
Son La | Vietnam | F H | Song Da (Black river) | 9260 | 04/04 | 01/08 | 08/10 | 12/12 | 138 | 962 | 2677 | 4800 | V | (3') | 0.73 | (3')* | separate | 300 | 300 | 60 | 160 | (F) | ||
Şirnak | Turkey | H | Ortasui | 18 | - /08 | 11/09 | 08/10 | 09/10 | 67 | 198 | 157 | 231 | 0.10 | (1) | 0.80 | (1) | 0.80 | (12) | 300 | 600 | 125 | 0 | (-) - | |
Ban Ve | Vietnam | H | Ca | 1500 | 08/04 | 02/07 | 10/10 | 12/11 | 136 | 480 | 1520 | 1750 | v 0.30 | (3') | 0.85 | (3')* | 0.80 | (12) | 300 | 300 | 80 | 120 | (N) | |
Dong Nai 3 | Vietnam | F H | Dong Nai | 1690 | 12/04 | 05/08 | 12/10 | 10/11 | 108 | 594 | 1138 | 1235 | V | (1) | 0.75 | (1)* | 0.75 | (1) | 300 | 300 | 75 | 0 | (-) - | |
Nuoc Trong | Vietnam | H I | Tra Kluc | 290 | 10/07 | 07/09 | 12/10 | 05/11 | 69 | 518 | 446 | 600 | V | (3') | 300 | 300 | 125 80 | 218 230 | (N) | |||||
Jin’anqiao | China | H N R | Jinsha | 913 | 12/03 | 05/07 | - /10 | - /11 | 160 | 640 | 2400 | 4430 | V | (3) | 0.75 | (3) | 0.75 | (1) | 72 96 | 108 117 | (F) | |||
Rondon II | Brazil | H | 478 | - /07 | - /08 | - /10 | - /11 | 19 | ||||||||||||||||
Imboulou | Republic of Congo | H | Léfini | 584 | 09/03 | - /08 | - /10 | 05/11 | 33 | 310 | ||||||||||||||
Shaizhu [A] | China | H | Xima | 3 | - /06 | - /08 | - /10 | - /11 | 72 | 160 | 100 | |||||||||||||
Sanliping [A] | China | F H | Nanhe | 499 | - /07 | 05/08 | - /10 | - /11 | 133 | 285 | 390 | (1) | (1) | (1) | ||||||||||
Figueirópolis | Brazil | H | Jauru | 35 | - /08 | - /09 | - /10 | 12/10 | 16 | 170 | V | 0.43 | 0.75 | |||||||||||
Pipoca | Brazil | H | Santo Antonio | 8 | - /08 | - /09 | - /10 | - /11 | 26 | |||||||||||||||
Ibirama | Brazil | H | 1 | - /09 | - /09 | - /10 | - /10 | 15 | 145 | |||||||||||||||
Ninho da Águia | Brazil | H | Santo Antônio | 1 | - /09 | - /09 | - /10 | - /10 | 15 | 94 | 14 | V | 0.75 | 0.75 | ||||||||||
Caju | Brazil | H | Rio Grande | 10 | - /09 | - /09 | - /10 | 03/11 | 38 | 220 | 66 | 82 | ||||||||||||
Naen [A] | China | H | Baidu | 22 | - /06 | - /09 | - /10 | - /11 | 75 | 217 | ||||||||||||||
Saizhu [A] | China | H | Xima | 3 | 04/06 | - /09 | - /10 | - /11 | 72 | 160 | 107 | 115 | curve | (3') | curve | (3') | (3) | |||||||
Luoboba [A] | China | F H R | Lengshui | 87 | - /07 | - /09 | - /10 | - /11 | 114 | 192 | 21 | 21 | (F) | |||||||||||
Lavrinha | Brazil | H | Paraiba do Sul | 12/07 | - /09 | - /10 | - /11 | 28 | 85 | |||||||||||||||
São Gonçalo (formerly Santa Bárbara) | Brazil | H | Santa Bárbara | 6 | - /08 | - /09 | - /10 | - /11 | 28 | 154 | 14 | 26 | V | 0.75 | 0.75 | 68 | 17 | (N) | ||||||
Lechangxia | China | H I N | Bei | 374 | - /08 | - /09 | - /10 | - /11 | 85 | 256 | ||||||||||||||
Corrente Grande | Brazil | H | Corrente Grande | 12 | - /10 | - /10 | - /10 | - /10 | 20 | 110 | V | 0.75 | 0.75 | |||||||||||
Marco Balbo | Brazil | H | - /10 | - /10 | - /10 | - /10 | 30 | 42 | 73 | |||||||||||||||
Gomal Zam [A-G] | Pakistan | F H I | Gomal | 1424 | 07/02 | 12/08 | 03/11 | 09/11 | 133 | 231 | 390 | 474 | V | 0.60 | 0.60 | 300 | 3000 to 4000 | 91 | 91 | (F) | ||||
Changuinola 1 [A-G] | Panama | H | Changuinola | 347 | 04/07 | 12/09 | 04/11 | 10/11 | 105 | 595 | 884 | 910 | V | (3') | 0.50 0.70 | (3')* (3')* | 0.50 | (12) | 300 | 300 | 70 65 | 145 150 | (F) | |
Gov. Jayme Canet Junior (formerly Antiga Mauá) | Brazil | H | Tibagi | 2 | - /09 | 01/10 | 05/11 | - /12 | 85 | 745 | 633 | 753 | V | (2) | 0.80 | (10) | 300 | 2400 | 60 | 15 | (N) | |||
Dong Nai 4 | Vietnam | H | Dong Nai | 337 | 12/04 | 03/09 | 06/11 | - /12 | 128 | 481 | 1305 | 1370 | V | (1) | 0.80 | (1) | 0.80 | (1) | 300 | 300 | 85 | 115 | (N) | |
Güllübag | Turkey | H | Çoruh | 21 | 05/09 | 02/11 | 06/11 | 02/12 | 72 | 97 | 160 | 175 | V | (1) | 0.50 0.70 | (1) (1) | 0.70 | (12) | 300 | 300 | 70 | 70 | (F) | |
Dak Mi 4 | Vietnam | H | Vu Gia | 313 | 04/07 | 01/08 | 08/11 | 04/12 | 90 | 472 | 720 | 800 | V | (3') | 0.48 0.80 | (3')* (3')* | 0.80 | (1) | 300 | 300 | 95 | 125 | (N) | |
Song Tranh 2 | Vietnam | H | Song Tranh | 733 | 03/05 | 04/08 | 08/11 | 12/12 | 96 | 640 | 1032 | 1315 | V | (3') | 0.80 | (1) | 0.75 | (1) | 300 | 300 | 70 | 110 | (N) | |
Yubari Syuparo | Japan | F H I W | Yubari | 427 | 11/03 | 10/09 | 09/11 | 03/15 | 111 | 390 | 584 | 940 | V 0.80 | (1) (1) | 0.82 | (1) | 0.82 | (1) | 250 | 750 & 1000 | 91 | 39 | (F) | |
Menge | Turkey | H | Göksu | 51 | 05/09 | 08/10 | 10/11 | 12/11 | 68 | 304 | 349 | 384 | 0.25 | (1) | 0.80 | (3') | 0.80 | (12) | 300 | 300 | 80 | 40 | (F) | |
Nam Gnouang (Theun Hinboun Expansion) | Laos | H | Nam Gnouang | 2450 | 10/08 | 03/10 | 12/11 | - /12 | 65 | 480 | 383 | V | (1) | 0.80 | (1) | 1.00 | (12) | 300 | 300 | 90 | 100 | (F) | ||
Shiyazi | China | H | Hongjiadu | 321 | - /07 | 04/08 | 12/11 | 12/11 | 135 | |||||||||||||||
Gongguoqiao | China | H | Lancang | 316 | - /08 | - /09 | - /11 | 03/12 | 105 | 356 | 1067 | |||||||||||||
Boa Sorte | Brazil | H | Tijucas | 18 | - /07 | - /09 | - /11 | - /12 | 26 | |||||||||||||||
Huhehaote (Hohhot) PSS - Upstream lower dam | China | H | Halasxinegou | 7 | - /07 | - /09 | - /11 | - /12 | 69 | 242 | 185 | 330 | ||||||||||||
Kamchay | Cambodia | H | Kamchay | 718 | - /07 | - /09 | - /11 | - /12 | 112 | 568 | 1100 | V 0.30 | 0.75 | |||||||||||
Qinglong [A] | China | H | Maweigou | 29 | 12/08 | - /09 | - /11 | - /12 | 140 | 116 | 212 | |||||||||||||
A Luoi | Vietnam | H | A Sap | 06/07 | 04/09 | - /11 | - /12 | 50 | 208 | 138 | ||||||||||||||
Sefaköy | Turkey | H | Aras | 21 | - /08 | - /10 | - /11 | 10/11 | 55 | 148 | 120 | (1) | (1) | |||||||||||
Anta (with Simplicio) | Brazil | H | Paraiba do Sul | 114 | - /09 | - /10 | - /11 | 12/11 | 30 | 270 | 44 | 55 | ||||||||||||
Moínho | Brazil | H | Bernado Jose | 1 | - /09 | - /10 | - /11 | - /11 | 22 | 9 | 25 | 68 | 17 | (N) | ||||||||||
Nabi | China | H | Xiyang | 57 | - /09 | - /10 | - /11 | - /11 | 69 | 247 | 289 | |||||||||||||
Lianhuatai | China | H | Dan | 95 | 02/09 | - /10 | - /11 | - /11 | 70 | 221 | 221 | |||||||||||||
Autódromo | Brazil | H | Carreiro | 4 | - /10 | - /10 | - /11 | - /11 | 23 | 200 | 21 | 47 | 67 | 17 | (N) | |||||||||
Boa Fé | Brazil | H | Carrero | - /10 | - /10 | - /11 | - /11 | 26 | 198 | 32 | 58 | |||||||||||||
Silopi | Turkey | H W | Hezil | 29 | 08/08 | - /10 | - /11 | 02/12 | 89 | 356 | 718 | 752 | 0.10 | (7) | 0.70 | (3')* | 0.70 | (1) | 300 | 300 | 81 | 39 | (-) - | |
Santo Antonio | Brazil | H | Rio Grande | 17 | - /09 | - /10 | - /11 | 02/12 | 44 | 285 | 81 | 105 | ||||||||||||
Dr Victor Baptista Adami (formerly Passos Maia) | Brazil | H | Chapecó | 14 | - /09 | - /10 | - /11 | 09/12 | 34 | 66 | 72 | 18 | (N) | |||||||||||
Linxihe [A] | China | H | Loushui | 52 | - /08 | - /10 | - /11 | - /12 | 74 | 146 | ||||||||||||||
Madushan | China | H N W | Honghe | 552 | - /08 | - /09 | - /11 | - /12 | 108 | 353 | 987 | |||||||||||||
A’hai | China | H I | Jinsha | 885 | - /08 | - /10 | - /11 | - /12 | 138 | 482 | 2707 | |||||||||||||
São Sebastião do Alto | Brazil | H | Rio Grande | 44 | - /09 | - /10 | - /11 | - /12 | 40 | 200 | 51 | 75 | ||||||||||||
Balkusan | Turkey | H | Balkusan | 15 | - /09 | - /10 | - /11 | - /12 | 48 | 189 | 60 | 76 | V | (1) | 0.75 | (1)* | 0.75 | (12) | 300 | 1200 | 75 | 50 | ||
Qingyanggou | China | H | Sule | - /09 | - /10 | - /11 | - /12 | 64 | 147 | |||||||||||||||
Dengke | China | H | Longchuan | 53 | - /09 | - /10 | - /11 | - /12 | 76 | 239 | ||||||||||||||
Wanjiakouzi [A] | China | H | Gexiang | 279 | - /09 | - /10 | - /11 | - /12 | 168 | 413 | 760 | 1020 | 66 | 100 | (F) | |||||||||
Rizzanese | France | H I | Rizzanese | 1 | - /09 | 04/11 | 02/12 | - /12 | 41 | 140 | 64 | 72 | V 1.00 | (6) (10) | V 0.80 | 0.80 | 300 | 300 | 80 | 0 | (-) - | |||
Köprü | Turkey | H | Göksu | 98 | 07/09 | 12/10 | 04/12 | - /13 | 109 | 413 | 975 | 1050 | V 0.60 | (1) (1) | 0.80 | (1) | 0.80 | (12) | 300 | 300 | 85 | 45 | (F) | |
Dong Nai 2 | Vietnam | H | Dong Nai | 281 | 04/09 | 12/10 | 05/12 | 03/13 | 80 | 429 | 786 | 1025 | 300 | 300 | 80 90 | 120 110 | (N) | |||||||
Bui | Ghana | H I | Bui | 12570 | 10/07 | 02/09 | 05/12 | 11/14 | 108 | 493 | 830 | 900 | V | (3') | 0.75 | (3') | 0.75 | (12) | 300 | 3000 | 45 61 | 85 91 | (F) | |
Gökkaya | Turkey | H | Göksu | 18 | 02/10 | 07/10 | 05/12 | 07/12 | 69 | 118 | 96 | 122 | 0.067 | (1) | 0.80 | (1) | 0.80 | (11) | 300 | 300 | 55 | 55 | (F) | |
Ban Chat | Vietnam | H | Nam Mu | 2138 | 01/06 | 08/09 | 08/12 | 12/13 | 130 | 425 | 1600 | 2 | V | (3') | 0.80 | (3')* | separate | 300 | 300 | 60 | 160 | (F) | ||
Devecikonagi | Turkey | H I | Emet | 6 | 05/10 | 03/11 | 09/12 | 01/13 | 39 | 313 | 180 | 210 | 0.10 | (2) | 0.75 | (1) | 0.80 | (12) | 300 | 300 | 80 | 40 | (F) | |
Akköy II (Aladereçam) | Turkey | H | Karaovacik | 14 | - /07 | 05/11 | 09/12 | - /13 | 60 | 260 | 226 | 306 | V | (1) | 0.80 | (1) | 0.80 | (12) | 300 | 300 | 85 | 85 | (N) | |
Nam Ngum 5 [A] | Laos | H | Nam Ting | 314 | 10/08 | 11/11 | 12/12 | 12/12 | 101 | 235 | 298 | 421 | ||||||||||||
Dak Drinh | Vietnam | H | Dak Drinh | 249 | 01/09 | 09/11 | 12/12 | 12/13 | 100 | 466 | 788 | (3') | (3')* | (12) | 300 | 300 | 80 | 115 | (N) | |||||
Longkaikou | China | F H N R W | Jinsha | 558 | 08/07 | 09/08 | - /12 | - /13 | 119 | 768 | 2840 | 3853 | V | (3) | 0.75 | (3) | 300 | 3000 | 96 60 | 96 90 | (F) | |||
Shankouyan [A] | China | H | Yuanhe | 105 | 11/07 | - /09 | - /12 | - /13 | 99 | 268 | 272 | |||||||||||||
Ouro | Brazil | H | - /10 | - /10 | - /12 | - /12 | 16 | |||||||||||||||||
Grand Poubara | Gabon | H | Ogooué | 11/08 | - /10 | - /12 | 08/13 | 37 | 300 | 105 96 | 70 64 | (F) | ||||||||||||
Shatuo | China | F H N | Wu | 910 | 05/06 | - /10 | - /12 | - /13 | 101 | 631 | 1510 | 1980 | V 0.15 | (3') | 0.75 | (3') | 0.75 | (3) | 300 | 3000 | ||||
Guandi | China | H | Yalong | 760 | - /09 | - /10 | - /12 | - /13 | 168 | 516 | 2970 | 3020 | V 0.30 | 0.70 | 72 | 88 | (F) | |||||||
Tongzilin | China | H | Yalongjiang | 1 | - /08 | - /10 | - /12 | - /14 | 71 | |||||||||||||||
Nankangheerji [A] | China | H | Nankang | 31 | - /10 | - /11 | - /12 | - /12 | 68 | 179 | ||||||||||||||
Água Limpa | Brazil | H | Palmeiras | 10 | - /11 | - /11 | - /12 | - /12 | 38 | 65 | 42 | |||||||||||||
Garibaldi | Brazil | H | Cerro Negro | 296 | - /10 | - /11 | - /12 | 09/13 | 42 | 517 | 264 | 382 | ||||||||||||
Çetintepe | Turkey | H | Robozik | 44 | 09/08 | - /11 | - /12 | - /13 | 39 | 173 | 60 | 64 | 0.10 | (1) | 0.80 | (1)* | 0.80 | (12) | 300 | 1200 | 77 | 63 | (N) | |
Tuokou | China | H | Yuan | 1384 | - /09 | - /11 | - /12 | - /13 | 82 | 649 | ||||||||||||||
Ivan Botelho I (fomerly Ponte) | Brazil | H | Pomba | 17 | - /10 | - /11 | - /12 | - /13 | 32 | |||||||||||||||
Huong Dien | Vietnam | H | Bo | 821 | - /10 | - /11 | - /12 | - /13 | 83 | 260 | 400 | 90 | 100 | (N) | ||||||||||
Pezzi | Brazil | H | das Antas | 24 | - /11 | - /12 | - /12 | - /13 | 42 | 44 | 80 | 76 | 19 | (N) | ||||||||||
Serra dos Cavalinhos II | Brazil | H | das Antas | 24 | - /11 | - /12 | - /12 | - /13 | 42 | 123 | 33 | 80 | 72 | 18 | (N) | |||||||||
Murum | Malaysia | H | Murum | 12043 | 10/08 | 05/10 | 07/13 | - /15 | 146 | 440 | 1520 | 1660 | V 0.20 | (3') (3') | 0.70 0.80 | (3) | 0.70 0.80 | 300 | 3000 | 88 65 | 88 72 | (F) | ||
Upper Paung Laung | Myanmar | H | Paung Laung | 1300 | 01/06 | 01/11 | 12/13 | - /14 | 103 | 530 | 936 | 1100 | V | (3') | 0.80 | (3')* | 0.80 | (12) | 300 | 300 | 90 | 140 | (N) | |
Kalashuke | China | F H W | E’erqisi | 2419 | - /07 | - /10 | - /13 | - /14 | 122 | 1489 | 2520 | 2890 | 0.75 | 0.75 | 300 | 3000 | (F) | |||||||
Mamaya Nº1 | China | H | Beipan | 137 | - /08 | - /10 | - /13 | - /14 | 109 | 250 | 591 | |||||||||||||
Luntan [A] | China | H | Yangcunshui | 180 | 12/08 | - /10 | - /13 | - /14 | 90 | 218 | ||||||||||||||
Rastro de Auto | Brazil | H | Forqueta | - /11 | - /11 | - /13 | - /13 | 23 | 190 | |||||||||||||||
Lizhou [A] | China | H W | Muli | 190 | - /09 | - /11 | - /13 | - /14 | 132 | 211 | ||||||||||||||
Shannipo [A] | China | H | Beipan | 85 | - /09 | - /11 | - /13 | - /15 | 119 | 205 | 199 | 267 | curve | (3') | curve | (3) | ogee | (3) | ||||||
João Borges | Brazil | H | Caneiras | - /12 | - /12 | - /13 | 11/13 | 24 | 273 | |||||||||||||||
Shaqian | China | F H | Furong | 57 | 10/11 | - /12 | - /13 | - /13 | 59 | |||||||||||||||
Barra do Rio Chapéu | Brazil | H W | Braço do Norte | 21 | - /12 | - /12 | - /13 | - /13 | 21 | |||||||||||||||
Shuangfengsi | China | H | Luanhe | 137 | - /11 | - /12 | - /13 | - /14 | 50 | 535 | 550 | |||||||||||||
Lower Russei Chrum | Cambodia | H | Russei Chrum | 62 | - /11 | - /12 | - /13 | - /14 | 59 | 325 | 170 | |||||||||||||
Fuzikou | China | F H | Lijiang | 188 | 11/11 | - /12 | - /13 | - /14 | 77 | 239 | 304 | |||||||||||||
Huhehaote (Hohhot) PSS - Downstream lower dam | China | H | Halasxinegou | 7 | - /12 | - /12 | - /13 | - /14 | 58 | 308 | 205 | 717 | ||||||||||||
Bajo Frío | Panama | H | Chiriqui Viejo | - /12 | - /13 | - /13 | - /14 | 56 | 406 | 87 | 272 | |||||||||||||
Aslandag | Turkey | H I W | Bembo | 11 | 09/08 | 11/11 | 02/14 | 11/14 | 69 | 210 | 162 | 202 | 0.10 | (1) | 0.80 | (1)* | 0.80 | (12) | 300 | 1200 | 100 | 80 | (N) | |
Song Bung 4 | Vietnam | H | Vu Gia | 511 | - /10 | 06/12 | 04/14 | 10/14 | 114 | 345 | 852 | 963 | V 0.40 | 0.80 | 300 | 300 | 80 60 | 120 140 | (N) & (F) | |||||
Guanyinyan | China | F H N R | Jinsha | 2263 | - /08 | 09/11 | 05/14 | - /16 | 159 | 1250 | 6473 | 9364 | V 0.10 | (3') | 0.75 | (3') | 0.75 | (1) | 300 | 53 | 99 | (F) | ||
Tsugaru | Japan | F H I | Iwaki | 141 | 10/08 | 05/10 | 08/14 | 03/16 | 97 | 342 | 500 | 717 | V 1.00 | (1) (1) | 0.74 | (1) | 0.74 | (1) | 250 | 1000 | 91 | 39 | (F) | |
Bonyic | Panama | H | Bonyic | 1 | - /11 | - /13 | 08/14 | - /15 | 37 | 165 | 88 | |||||||||||||
Ludila | China | H | Jingsha | 1718 | 01/07 | - /11 | - /14 | - /15 | 140 | 622 | 1920 | V 0.20 | 0.75 | |||||||||||
Yalnızardıç | Turkey | H | Göksu | 109 | - /09 | - /11 | - /14 | - /15 | 113 | 300 | 490 | |||||||||||||
Rondinha | Brazil | H | - /12 | - /12 | - /14 | - /14 | 20 | |||||||||||||||||
Kayabeyi | Turkey | H I | Kura | 148 | 01/10 | - /12 | - /14 | 02/15 | 159 | 230 | 637 | 780 | 300 | |||||||||||
Longtanzui [A] | China | H | Hanshuinanhe | 10 | - /10 | - /12 | - /14 | - /15 | 98 | 205 | ||||||||||||||
Manduriacu | Ecuador | H | Mauduriacu | 10 | 12/11 | - /13 | - /14 | 03/15 | 61 | 245 | 114 | 0.25 | 0.75 | 0.75 | (N) | |||||||||
Oguzlar | Turkey | H | Ortasu | 20 | 09/08 | - /13 | - /14 | - /15 | 53 | 431 | 392 | 460 | 0.10 | (1) | 0.80 | (1)* | 0.80 | (12) | 300 | 600 | 100 | 0 | (-) - | |
Musatepe | Turkey | H | Robozik | 13 | 09/08 | - /13 | - /14 | - /15 | 66 | 165 | 131 | 138 | 0.10 | (1) | 0.80 | (3') | 0.80 | (12) | 300 | 1200 | 77 | 63 | (N) | |
Lijiahe [A] | China | H | Bahe | 53 | - /11 | - /13 | - /14 | - /15 | 99 | 352 | 370 | 478 | ||||||||||||
Katende | DR Congo | H | 08/11 | - /13 | - /14 | - /15 | 16 | |||||||||||||||||
Songyue Dam Raise | China | F H I R W | Hailanhe | - /12 | - /13 | - /14 | - /15 | 41 | 271 | V | (1) | 0.73 | (10) | conduit | 300 | 2000 | 80 | 100 | (F) | |||||
Karakuz | Turkey | H | Kökün | 5 | - /12 | - /13 | - /14 | - /15 | 45 | 162 | 400 | |||||||||||||
Adigüzel II | Turkey | H | Büyük Menderes | 15 | - /12 | - /13 | - /14 | - /15 | 61 | 145 | 150 | |||||||||||||
Ayvali | Turkey | H | Oltu | 308 | 04/11 | 02/13 | 02/15 | 10/15 | 177 | 405 | 1650 | 1900 | V | (3') | 0.75 | (3')* | 0.75 | (12) | 300 | 300 | 50 100 | 110 120 | (F) | |
Kotanli II [A-G] | Turkey | H | Kura | 20 | 10/12 | 05/14 | 04/15 | 11/15 | 70 | 250 | 248 | 252 | 0.15 | (3) | 0.70 | (3') | 0.70 | (12) | 300 | 300 | 85 | 130 | (N) | |
Lai Chau | Vietnam | H | Song Da (Black River) | 1215 | 06/10 | 03/13 | 05/15 | 07/17 | 131 | 620 | 1884 | 2500 | V | (3') | 0.75 | (3')* | 0.75 | (12) | 300 | 300 | 60 | 160 | (F) | |
Teesta low dam (Stage IV) | India | H | Teesta | 37 | 05/06 | 01/13 | 05/15 | 08/16 | 45 | 196 | 167 | 170 | 0.40 | (3')* | 0.80 | (3')* | separate | 300 | 300 | 85 | 135 | (F) | ||
Cerro del Águila | Peru | H | Mantaro | 37 | 11/12 | 08/14 | 06/15 | - /16 | 89 | 270 | 250 | 450 | 0.10 | (1) | 0.75 | (1)* | 0.75 | (12) | 300 | 600 | 115 | 23 | ||
Xekaman 1 | Laos | H | Xe Kaman | 3120 | 03/12 | 05/13 | 07/15 | 12/16 | 120 | 335 | 870 | 1065 | V | (3')* | (3')* | (12) | 300 | 300 | 70 | 130 | (F) | |||
Ulu Jelai/Susu | Malaysia | H | Bertam, Telom and Lemoi | 18 | 03/11 | 03/14 | 09/15 | 07/16 | 90 | 513 | 731 | 747 | V | (4') | 0.80 | (3')* | 0.80 | (1)* | 400 | 2400 | 100 95 | 0 0 | (-) - | |
Gibe III | Ethiopia | H | Omo | 14690 | 04/08 | 12/11 | 10/15 | - /16 | 246 | 630 | 6200 | 6400 | 0.25 | (3') | 1.00 | (3')* | 1.00 | (3')* | 400 | 400 | 70 to 120 | 45 to 60 | (S) | |
Tuoba | China | H | Langcang | 1215 | - /10 | - /12 | - /15 | - /16 | 158 | 508 | 3600 | |||||||||||||
Burç | Turkey | H | Göksu | 63 | 01/07 | 01/12 | - /15 | - /17 | 70 | 235 | 232 | 260 | 0.07 | (8) | 0.80 | (1) | separate | 300 | 300 | 60 | 50 to 60 | (F) | ||
Teles Pires | Brazil | H | Teles Pires | 1 | 07/11 | - /13 | - /15 | 09/16 | 67 | 360 | 500 | 1020 | ||||||||||||
Nam Ou 5 | Laos | H | Nam Ou | - /11 | - /13 | - /15 | - /16 | 74 | 445 | |||||||||||||||
Kasimlar | Turkey | H | Ayvalı | 43 | - /12 | - /13 | - /15 | - /16 | 90 | 235 | 330 | |||||||||||||
Guoduo | China | H | Zaqu | 83 | - /12 | - /13 | - /15 | - /16 | 93 | 236 | 550 | |||||||||||||
Lom Pangar | Cameroon | F H | Lom | 6000 | - /12 | - /14 | - /15 | - /16 | 46 | |||||||||||||||
Bogovina | Serbia | F H I W | Cmi Timok | 48 | - /12 | - /14 | - /15 | - /16 | 54 | 396 | 175 | 305 | ||||||||||||
San Bartolo | Panama | H | San Pablo | 39 | - /13 | - /14 | - /15 | - /16 | 41 | 371 | 77 | V | (3') | 0.85 | (3')* | 0.85 | (12) | 300 | 300 | 90 | 0 | (-) - | ||
Dayakou [A] | China | H | Nanting | 170 | - /13 | - /14 | - /15 | - /16 | 99 | 300 | 210 | |||||||||||||
Jubinha I | Brazil | H | Jubinha | 480 | - /15 | - /15 | - /15 | - /15 | 21 | 1540 | ||||||||||||||
Juba IV | Brazil | H | Juba | 7 | - /15 | - /15 | - /15 | - /15 | 26 | 570 | ||||||||||||||
Neelum-Jhelum | Pakistan | H | Neelum | 8 | - /08 | - /14 | 08/16 | 11/17 | 47 | 125 | 156 | 154 | 51 | |||||||||||
Trung Son | Vietnam | F H | Ma | 349 | 11/12 | 04/14 | 08/16 | 02/17 | 88 | 498 | 770 | 1140 | V 0.35 | (3') (3')* | 0.65 | (3')* | 0.65 | (12) | 300 | 300 | 60 70 | 140 150 | (N) | |
Yukari (Upper) Kalekö | Turkey | H | Murat | 784 | 06/12 | 06/14 | 09/16 | 04/18 | 150 | 516 | 2224 | 2414 | 0.25 | (7) | 0.80 | (1) | 300 | 300 | 90 | 40 | (M) | |||
Kargi | Turkey | H | Sakarya | 50 | - /11 | - /15 | 12/16 | 06/17 | 95 | 270 | 535 | |||||||||||||
Uludere | Turkey | H | Ortasu | 17 | - /08 | - /12 | - /16 | - /18 | 77 | 431 | 800 | 887 | 0.10 | (1) | 0.80 | (1) | 300 | 300 | 95 | 45 | (N) | |||
Dong Nai 5 | Vietnam | H | Dong Nai | - /10 | - /12 | - /16 | - /18 | 72 | 471 | |||||||||||||||
Kirazlı Köprü | Turkey | H I | Gökırmak | 66 | - /99 | - /13 | - /16 | - /17 | 73 | 280 | 330 | 0.10 | (1) | 0.90 | (1) | 300 | 75 | 50 | (F) | |||||
Beyyurdu | Turkey | H | Bembo | 8 | 09/08 | - /13 | - /16 | - /17 | 78 | 176 | 186 | 209 | 0.10 | (1) | 0.80 | (1) | 0.80 | (12) | 300 | 1200 | 100 | 80 | (N) | |
Xiaorongjiang | China | H | Xiaorong | 163 | - /10 | - /13 | - /16 | - /17 | 90 | 255 | ||||||||||||||
Belo Monte | Brazil | H | Xingu | 5 | - /11 | - /13 | - /16 | - /20 | 74 | 680 | 63 | 2208 | V | 1.20 | separate | |||||||||
Lianhua | China | H | Lianhuaxi | 33 | - /10 | - /14 | - /16 | - /17 | 30 | 333 | ||||||||||||||
Hechuan | China | H | Jialingjiang | 11 | - /12 | - /14 | - /16 | - /17 | 51 | |||||||||||||||
Lushi | China | H | Nujiang | 1288 | - /12 | - /14 | - /16 | - /18 | 165 | |||||||||||||||
Chucas | Costa Rica | H | Tárcoles | 450 | - /11 | - /14 | - /16 | - /17 | 48 | 130 | 180 | 200 | 0.20 | 0.75 | 0.75 | 300 | 2500 | 95 | 96 | (N) | ||||
Zongo II | DR Congo | H | 05/12 | - /15 | - /16 | - /17 | 20 | |||||||||||||||||
Guanchang | China | H I W | w | 24 | - /14 | - /15 | - /16 | - /17 | 54 | 246 | ||||||||||||||
Yunhe | China | H | Dangjiahe | 14 | - /14 | - /15 | - /16 | - /17 | 68 | 176 | ||||||||||||||
Haokou | China | H | Furong (Pangu) | 90 | - /14 | - /15 | - /16 | - /17 | 85 | 211 | ||||||||||||||
Xiangbiling [A] | China | H | Niulanhe | 263 | - /14 | - /15 | - /16 | - /17 | 142 | 459 | ||||||||||||||
Köroglu Kotanli 1 [A-G] | Turkey | H | Kura | 73 | 03/15 | 06/15 | 02/17 | 04/17 | 100 | 404 | 640 | 680 | V | (3') | 0.60 | (3')* | 0.60 | (12) | 300 | 300 | 85 | 130 | (N) | |
Patuca 3 | Honduras | H | Patuca | 208 | - /12 | - /16 | 02/17 | - /19 | 54 | 160 | 120 | 160 | 0.20 | (1) | 0.75 | (1) | 0.75 | (12) | 300 | 3000 | 107 | 57 | (N) | |
Laúca | Angola | H | Kwanza | 5482 | 07/12 | 09/14 | 03/17 | 06/18 | 132 | 1075 | 2646 | 2766 | V 0.10 | (1) | 0.85 | (1) | 0.85 | (12) | 300 | 300 | 90 | 0 | (-) - | |
Okshtuni | Albania | F H | Okshtuni | 7 | 08/15 | 03/17 | 10/17 | 02/18 | 65 | 253 | 141 | 194 | V 0.15 | (12) | 0.90 | (12)* | 0.90 | (12)* | 300 | 300 | 115 | 0 | (-) - | |
Dyraaba (part of Uma Oya Project) | Sri Lanka | H I | Mathatilla Oya | 1 | - /11 | - /13 | - /17 | - /18 | 50 | 165 | 40 | 50 | V | (1) | (1) | (12) | 300 | 300 | 95 | 95 | (F) | |||
Minas San Francisco | Ecuador | H | Jubones | 14 | - /12 | - /14 | - /17 | 08/18 | 78 | 209 | 300 | 300 | ||||||||||||
Wunonglong | China | H | Lancang (Mekong) | 284272 | 06/10 | - /15 | - /17 | - /18 | 138 | 247 | ||||||||||||||
Kagong | China | H | Lancang | 81 | - /13 | - /15 | - /17 | - /19 | 97 | 237 | ||||||||||||||
Sinop | Brazil | H | Teles Pires | - /14 | - /15 | - /17 | - /19 | 17 | ||||||||||||||||
Incir | Turkey | H | Buyuk Cay | - /13 | - /16 | - /17 | - /18 | 150 | ||||||||||||||||
Ximihe | China | H I W | Ximihe | 17 | - /14 | - /16 | - /17 | - /18 | 88 | 147 | ||||||||||||||
Piedra Puntuda | Nicaragua | H | Río Mico | - /15 | - /16 | - /17 | - /18 | 23 | 0.70 1.00 | (5) (5) | 0.70 1.00 | (1)* (1)* | 0.70 | (1)* | ||||||||||
Fendou | China | F H I W | Mulenghe | 191 | - /15 | - /16 | - /17 | - /18 | 46 | 406 | ||||||||||||||
Xiahushan | China | F H I W | Dashahe | 196 | - /15 | - /16 | - /17 | - /18 | 74 | 296 | ||||||||||||||
Wugachong [A] | China | H I W | Mabiehe | 99 | - /15 | - /16 | - /17 | - /18 | 108 | 182 | ||||||||||||||
Huangdeng | China | H I R | Lancang (Mekong) | 1613 | 01/10 | 04/15 | 04/18 | 06/19 | 203 | 464 | 2753 | 3670 | (3') | (3') | (12) | 300 | 300 | 82 67 | 100 100 | (F) | ||||
Nam Ngiep I | Laos | H | Nam Ngiep | 1192 | 09/14 | 04/16 | 04/18 | 08/19 | 167 | 540 | 2288 | V | (3') | (3')* | (12) | 300 | 2400 - 3600 | 80 60 | 120 70 | (F) | ||||
Muskrat Falls North Dam | Canada | H | Churchill | 08/15 | 07/17 | 09/18 | 07/19 | 39 | 450 | 208 | 243 | V | (1) | 0.80 | (1) | 0.80 | (1) | 300 | 3000 & 1500 | 80 | 140 | (F) | ||
Xayaburi (Left bank closure section) | Laos | H | Mekong | 03/12 | 01/18 | 12/18 | 10/19 | 40 | 109 | 82 | 85 | V | (1) | (16) | 300 | 300 | 60 | 100 | (F) | |||||
Dahuaqiao | China | H | Lancang (Mekong) | 293 | - /10 | - /13 | - /18 | - /19 | 107 | 232 | 112 | |||||||||||||
Puhulpola (part of Uma Oya Project) | Sri Lanka | H I | Dalgolia Oya | 1 | - /11 | - /13 | - /18 | - /19 | 35 | 174 | 30 | 40 | V | (1) | (1) | (12) | 300 | 300 | 95 | 95 | (F) | |||
Lidi | China | H | Lancang | 75 | - /10 | - /14 | - /18 | - /19 | 75 | 346 | 1100 | |||||||||||||
São Roque | Brazil | H | Canoas | - /12 | - /14 | - /18 | - /19 | 68 | 151 | 100 | 583 | V | 0.75 | 0.75 | ||||||||||
Balli | Turkey | H | Ortasu | 6 | - /08 | - /14 | - /18 | - /20 | 51 | 188 | 144 | 0.10 | (1) | 0.80 | (1) | 0.70 | (3') | 300 | 300 | 95 | 45 | (N) | ||
Datengxia | China | H | Qianjiang | 3479 | - /14 | - /16 | - /18 | 07/20 | 80 | |||||||||||||||
Zhuangli | China | F H I W | Shizhe | 133 | - /15 | - /17 | - /18 | - /19 | 44 | 49 | ||||||||||||||
Narli | Turkey | H | Göksu | 27 | - /16 | - /17 | - /18 | - /19 | 47 | 153 | 49 | 68 | (14) | (14) | 300 | 300 | 65 | 50 | (F) | |||||
Gaosheng | China | H | Hongduhe | 100 | - /16 | - /17 | - /18 | - /19 | 121 | |||||||||||||||
Itaocara | Brazil | H | Paraiba do Sul | 1700 | 01/16 | - /17 | - /18 | - /19 | 50 | |||||||||||||||
Melen | Turkey | H I W | Melen | 693 | - /13 | 06/15 | 03/19 | 05/19 | 124 | 944 | 1871 | 2096 | 0.15 | (3') | 0.70 | (3')* | 0.70 | (3') | 300 | 300 | 90 | 60 | (F) | |
Yamba | Japan | F H I N W | Agatsuma | 108 | 08/14 | 05/17 | 05/19 | 10/19 | 116 | 291 | 911 | 0.15 | (1) | 0.80 | (1) | 0.08 | (1) | 250 | 1000 | 84 | 36 | (F) | ||
Saddle Dam D (Xe-Pian Xe-Namnoy) | Laos | H | Xepian | 1043 | 10/18 | 04/19 | 10/19 | - /19 | 56 | 430 | 170 | 200 | V | none | 300 | 300 | (F) | |||||||
Shah wa Arüs | Afghanistan | F H I W | Shakardar | 10 | - /12 | - /13 | - /19 | 04/21 | 78 | 303 | 270 | 337 | V 0.20 | (1) | 0.80 | (1) | 0.80 | (1) | 300 | 300 | 105 | 45 | (N) | |
Pingzhai | China | H I W | Sanchahe | 1089 | - /13 | - /15 | - /19 | - /21 | 163 | |||||||||||||||
Capulin-San Pablo | Costa Rica | H | Tárcoles | - /15 | - /16 | - /19 | - /20 | 49 | ||||||||||||||||
Mangshan | China | F H I W | Changlehe | 133 | - /15 | - /17 | - /19 | - /20 | 101 | 355 | ||||||||||||||
Kafue Gorge Lower (KGL) | Zambia | H | Kafue | 83 | 01/16 | 06/18 | 04/20 | - /20 | 131 | 375 | 1290 | 1390 | 0.20 | (3') | 0.75 | (3') | 0.75 | (12) | 300 | 300 | 60 | 112 | (F) | |
Zungeru | Nigeria | F H | Kaduna | 11400 | 09/13 | 01/18 | 08/20 | 10/21 | 101 | 1090 | 1920 | 2400 | V | (3') | 0.75 | (3')* | 0.75 | (12) | 300 | 300 | 59 69 94 | 76 69 76 | (F) | |
Arenal I-II [A-G] | Honduras | H | Yaguala | 72 | 01/18 | 04/19 | 11/20 | 01/21 | 93 | 273 | 249 | 305 | 0.04 | (3') | 0.40 0.67 | (3') (3') | 0.40 | (13) | ||||||
Asagi (Lower) Kaleköy | Turkey | H | Murat | 556 | 03/13 | - /15 | - /20 | 04/21 | 125 | 346 | 1192 | 1342 | 0.25 | (7) | 0.80 | (3) | separate | 300 | 300 | 90 | 40 | (M) | ||
Hirase | Japan | F H W | Nishiki | 30 | - /10 | - /16 | - /20 | - /22 | 73 | 300 | 340 | |||||||||||||
Huokou | China | H W | Aojiang | 297 | - /15 | - /18 | - /20 | - /21 | 91 | 420 | 300 | 663 | 0.10 | 0.76 | 0.76 | (F) | ||||||||
Tan My | Vietnam | H I W | Cai | 219 | - /16 | - /18 | - /20 | - /21 | 67 | 1130 | ||||||||||||||
Souapiti | Guinea | H | Konkouré | 6300 | - /16 | - /18 | - /20 | - /21 | 116 | 1200 | 3 | |||||||||||||
Xiakoutang [A] | China | H | Yu | - /17 | - /18 | - /20 | - /21 | 70 | ||||||||||||||||
Las Cruces | Mexico | F H I R | San Pedro Mazquital | 2485 | - /17 | - /18 | - /20 | - /21 | 185 | 815 | 2 | 2400 | V 0.10 | (1) (1) | 0.80 | (1) | 0.80 | 300 | 300 | |||||
Gürsöğüt 1 | Turkey | H | Sakarya | 77 | - /19 | - /19 | - /20 | - /20 | 67 | 135 | 207 | |||||||||||||
Center Hill Auxiliary Backup Dam | USA | F H R W | Caney Fork | 940 | - /17 | - /19 | - /20 | - /21 | 40 | 293 | 99 | 122 | V | (1) | V 0.83 | (1)* | 0.83 | (1)* | 300 | 300 | 93 | 93 | (F) | |
Salto Y-Y | Nicaragua | H | Bambana | - /18 | - /19 | - /20 | - /21 | 20 | 0.70 1.00 | (5) (5) | 0.70 1.00 | (1)* (1)* | 0.70 | (1)* | ||||||||||
Gürsöğüt 2 | Turkey | H | Sakarya | 10 | - /19 | - /19 | - /20 | - /21 | 56 | 275 | 262 | |||||||||||||
Nam Kong 3 | Laos | H | Nam Kong | 471 | 11/17 | 03/19 | 02/21 | 11/21 | 65 | 500 | 347 | 400 | V | (3') | 0.75 | (3')* | 0.75 | (12) | 300 | 3000 | 75 | 113 | (F) | |
Dagu | China | H | Yaluzangbu | 55 | - /16 | - /18 | - /20 | - /21 | 117 | 385 | 937 | 1442 | 93 60 | 93 100 | ||||||||||
Busanga [A] | D.R. Congo | H | Lualaba | 11/17 | - /19 | 07/21 | 11/21 | 142 | 620 | 770 | ||||||||||||||
Hatta Upper Saddle | UAE | H | 12/19 | 03/21 | 09/21 | - /24 | 38 | 184 | 41 | 45 | (7) | (7) | (7)* | 300 | 300 | 65 | 120 | (F) | ||||||
Site C | Canada | H | Peace | - /16 | 07/17 | 10/21 | - /24 | 71 | 800 | 1740 | V | 0.80 | 0.80 | 300 | 300 | 60 60 | 90 120 | (F) | ||||||
Yangjiang PSP - Upper dam | China | H | Moyang | 18 | 01/17 | - /19 | 11/21 | 06/22 | 101 | 477 | 652 | 300 | 6000 | |||||||||||
Uchigatani | Japan | F H | Uchigatani | 12 | - /14 | - /18 | - /21 | - /23 | 84 | 270 | 328 | |||||||||||||
Yanagawa | Japan | F H W | Yana | 19 | - /15 | - /18 | - /21 | - /23 | 77 | 243 | 233 | |||||||||||||
Song Giang 1 (formerly La Trong) | Vietnam | H I | Song Gianh | - /16 | - /19 | - /21 | - /22 | 76 | ||||||||||||||||
Niulu | China | H | Niulushi | 66 | - /18 | - /20 | - /21 | - /22 | 80 | 391 | ||||||||||||||
Nam Theun 1 | Laos | H | Nam Kading, aka Nam Theun | 3009 | 08/15 | 01/19 | 01/22 | 07/22 | 187 | 772 | 4141 | 4341 | 300 | 3000 | 100 120 | 80 130 | (F) | |||||||
Shafaroud | Iran | H I W | Shafaroud | 53 | 03/12 | 03/20 | 07/22 | 11/22 | 101 | 372 | 950 | 1180 | 0.10 0.50 | (3') | 0.80 | (3')* | 0.80 | (12) | 300 | 300 | ||||
Hatta Upper | UAE | H | 12/19 | 11/21 | 08/22 | - /24 | 70 | 222 | 170 | 180 | (7) | (7) | none | 300 | 300 | 65 | 120 | (F) | ||||||
Sidi Abbou | Morocco | F H I W | Leben | 198 | 01/20 | 10/20 | 10/22 | 10/24 | 71 | 111 | 200 | |||||||||||||
Julius Nyerere (formerly Rufiji) | Tanzania | H | Rufiji | 3680 | 12/18 | 10/20 | - /22 | 12/23 | 131 | 1025 | 1420 | 1940 | 0.20 | (3') | 0.75 | (3') | 0.75 | (12) | 93 | 62 | (F) | |||
Grand Ethiopian Renaissance Dam Project (GERDP) | Ethiopia | H | Blue Nile | 74000 | 12/10 | 05/13 | - /22 | - /24 | 160 | 1790 | 10100 | 10500 | 0.22 | (3') | 1.00 | (3')* | 1.00 | (3')* | 400 | 400 | 67 to 105 | 23 to 35 | (N) | |
Chame Shir [A-G] | Iran | F H I W | Zohreh | 2300 | - /11 | - /16 | - /22 | - /23 | 151 | 680 | 1100 | 1200 | V | 0.70 | 300 | 300 | 160 | 0 | (-) - | |||||
Biratori | Japan | F H I N W | Nukabira | 46 | - /13 | - /17 | - /22 | - /24 | 57 | 600 | 180 | V | (1) | 0.78 | (1) | 0.78 | (1) | |||||||
Kapiçay | Turkey | H I | Basgöz | 5 | - /14 | - /18 | - /22 | - /24 | 50 | 136 | 126 | V | (1) | 0.80 | (1) | 300 | 84 | 56 | ||||||
Tingzikou | China | F H I N W | Jialing | 4067 | 11/09 | - /19 | - /22 | - /25 | 116 | 995 | ||||||||||||||
Nam Mo | Vietnam | H | Nam Mo | 272 | - /18 | - /20 | - /22 | - /23 | 96 | 407 | ||||||||||||||
Ivirizu | Bolivia | H | Ivirizu | - /18 | - /20 | - /22 | - /23 | 105 | ||||||||||||||||
Tuxikou [A] | China | F H | Qianche | 160 | - /18 | - /20 | - /22 | - /23 | 132 | |||||||||||||||
Kızlaryolu | Turkey | H I | Devrez | 115 | - /17 | - /20 | - /22 | - /23 | 92 | 261 | 447 | |||||||||||||
El-Janneh [A-G] | Lebanon | H I W | Ibrahim (Abraham) | 38 | - /15 | 02/20 | - /22 | - /22 | 160 | 350 | 1450 | 300 | 300 | |||||||||||
Singrobo-Ahouaty | Ivory Coast | H | Bandama | 105 | 10/19 | - /21 | - /22 | 03/23 | 24 | |||||||||||||||
El Tablón | Honduras | H | Chamelecón | - /19 | - /21 | - /22 | - /23 | 61 | ||||||||||||||||
Jalaur | Philippines | F H I W | Jalaur | - /19 | - /21 | - /22 | - /23 | 109 | ||||||||||||||||
Manavgat Çardak | Turkey | H I | Sağırın Çayı | 8 | - /17 | - /21 | - /22 | - /24 | 44 | 185 | 64 | |||||||||||||
Nam Sam 3 | Laos | H | Nam Xam | 435 | 10/19 | 07/21 | 04/23 | 06/23 | 122 | 321 | 907 | 987 | V | (3') | (3')* | 60 | 140 | (F) | ||||||
El Tornillito | Honduras | H | Ulua | 242 | - /17 | - /21 | 05/23 | 10/24 | 83 | 440 | ||||||||||||||
Cisokan PSS (Lower dam) | Indonesia | H | Cisokan | 10 | - /20 | 05/22 | 06/23 | 08/24 | 75 | 294 | 529 | 566 | 300 | 300 | 40 | 60 | ||||||||
Noapha | Myanmar | H | Thanlwin | - /17 | - /19 | - /23 | - /25 | 85 | ||||||||||||||||
Middle Yeywa | Myanmar | H | Myitnge | 453 | 17/00 | - /19 | - /23 | - /25 | 160 | 244 | 1700 | |||||||||||||
Caculo-Cabaça | Angola | H | Kwanza | 436 | 08/17 | - /20 | - /23 | 03/24 | 103 | 553 | 1075 | 1450 | V | 0.85 | 0.85 | 300 | 2400 | 100 | 0 | |||||
Kohala | Pakistan | H | Jhelum | 49 | - /16 | - /20 | - /23 | - /24 | 69 | 270 | ||||||||||||||
Koysha (Gibe IV) | Ethiopia | H | Omo | 14700 | 09/13 | 06/20 | - /23 | - /24 | 168 | 1000 | 7400 | 7400 | 0.10 0.35 | (3') | 0.70 | (3')* | separate | 400 | 400 | 57 to 99 | 23 to 41 | (N) | ||
Nam Ngum 4 | Laos | H | Nam Ngum | 02/18 | - /21 | - /23 | - /24 | 74 | 252 | |||||||||||||||
El Carmen | Nicaragua | H | Grande de Matagalpa | - /19 | - /21 | - /23 | - /24 | 75 | 0.70 1.00 | (5) (5) | 0.70 1.00 | (1)* (1)* | 0.70 | (1)* | ||||||||||
Priest Rapids Right Embankment | USA | H | Columbia | 11/19 | - /21 | - /23 | - /23 | 17 | 564 | 46 | V | (3') | V 0.75 | (3') (17) | none | 300 | 300 | (F) | ||||||
Maiwan | China | H I | Nandu | 615 | 04/20 | 03/22 | 05/24 | - /25 | 79 | 377 | ||||||||||||||
My Ly | Vietnam | H | Cai | 392 | - /19 | - /20 | - /24 | - /25 | 118 | 271 | ||||||||||||||
Koukoutamba | Guinea | H | Bafing | 07/17 | - /22 | - /24 | - /25 | 86 | V | 0.70 0.80 | 0.72 | |||||||||||||
Sambangalou | Senegal | H | Gambia | 07/17 | - /22 | - /24 | - /25 | 90 | ||||||||||||||||
Kala | China | H | Yalong | 234 | - /20 | - /22 | - /24 | - /26 | 128 | 2560 | ||||||||||||||
Upper Yeywa (Kyaukme) | Myanmar | H | Myitnge | 341 | - /15 | 11/22 | 10/25 | 06/26 | 102 | 266 | 532 | 580 | V | (3') | 0.80 | (3')* | 0.80 | (12) | 300 | 300 | ||||
Porvenir II [A-G] | Colombia | H | North Samaná | - /18 | - /22 | - /26 | - /27 | 140 | 548 | V | (3') | 0.50 | (3')* | 300 | 300 |
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Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the list below.
Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.
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) |

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Leishui
Reservoir capacity: 4 m3x106
Construction Dates
Start of Project: -/79
Start of RCC: -/79
End of RCC: -/81
End of Project: -/82
Specifications
Height: 35 metres
Length: 33 metres
Volume of RCC: 3 m3x103
Total volume: 3 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Water Supply
River: Youxi
Reservoir capacity: 27 m3x106
Construction Dates
Start of Project: 11/84
Start of RCC: 11/84
End of RCC: 04/86
End of Project: 11/86
Specifications
Height: 57 metres
Length: 123 metres
Volume of RCC: 43 m3x103
Total volume: 62 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete panels with hot poured membrane |
Downstream
Slope | Type |
---|---|
0.75 | RCC against precast concrete blocks |
Spillway
Slope | Type |
---|---|
0.75 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
Layers (mm) | Lifts (mm) |
---|---|
250 & | 250 & |
500 | 500 |
Cementitious material
Cement (kg/m3) |
---|
60 |
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
120 | Low-lime flyash (ASTM Class F) |
80 |

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) |

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) |

Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Xallas
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: 01/87
Start of RCC: 01/87
End of RCC: 06/88
End of Project: 10/88
Specifications
Height: 84 metres
Length: 290 metres
Volume of RCC: 225 m3x103
Total volume: 254 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.05 | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork [stepped face] |
0.35 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
250 | 250 |
Cementitious material
Cement (kg/m3) |
---|
88 |
72 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
152 | Low-lime flyash (ASTM Class F) |
145 |

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) |

Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation / Recreation / Water Supply
River: Yampa
Reservoir capacity: 42 m3x106
Construction Dates
Start of Project: 08/87
Start of RCC: 08/87
End of RCC: 07/88
End of Project: 11/88
Specifications
Height: 46 metres
Length: 116 metres
Volume of RCC: 34 m3x103
Total volume: 39 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
71 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
71 | Low-lime flyash (ASTM Class F) |

Details
Country: Romania
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jiu
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: 03/86
Start of RCC: 03/86
End of RCC: 10/88
End of Project: 10/92
Specifications
Height: 25 metres
Length: 55 metres
Volume of RCC: 14 m3x103
Total volume: 17 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement |
Downstream
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement |
Spillway
Slope | Type |
---|---|
ogee | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 900 |
Cementitious material
Cement (kg/m3) |
---|
125 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Yonghe
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: -/84
Start of RCC: -/84
End of RCC: -/88
End of Project: -/90
Specifications
Height: 52 metres
Length: 180 metres
Volume of RCC: -
Total volume: 220 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Low-lime flyash (ASTM Class F) | |

Details
Country: Argentina
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Urugua-i
Reservoir capacity: 1175 m3x106
Construction Dates
Start of Project: 10/85
Start of RCC: 10/85
End of RCC: 04/89
End of Project: -/89
Specifications
Height: 77 metres
Length: 687 metres
Volume of RCC: 590 m3x103
Total volume: 626 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against precast concrete panels with geomembrane |
Downstream
Slope | Type |
---|---|
0.80 | Unformed face of RCC |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
400 | 400 |
Cementitious material
Cement (kg/m3) |
---|
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |

Details
Country: Romania
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jiu
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: 08/86
Start of RCC: 08/86
End of RCC: 05/89
End of Project: 12/93
Specifications
Height: 24 metres
Length: 61 metres
Volume of RCC: 13 m3x103
Total volume: 26 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement |
Downstream
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement |
Spillway
Slope | Type |
---|---|
ogee | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 900 |
Cementitious material
Cement (kg/m3) |
---|
125 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |

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 |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Chanxi
Reservoir capacity: 53 m3x106
Construction Dates
Start of Project: 12/85
Start of RCC: 12/85
End of RCC: 08/89
End of Project: 09/89
Specifications
Height: 58 metres
Length: 150 metres
Volume of RCC: 71 m3x103
Total volume: 93 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Reinforced conventional concrete cast after RCC placement |
0.30 | Reinforced conventional concrete cast after RCC placement |
Downstream
Slope | Type |
---|---|
0.75 | RCC against precast concrete blocks |
Spillway
Slope | Type |
---|---|
0.75 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
72 |
54 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
82 | Low-lime flyash (ASTM Class F) |
86 |

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 |

Details
Country: Kyrgyzstan
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Naryn
Reservoir capacity: 140 m3x106
Construction Dates
Start of Project: -/82
Start of RCC: -/82
End of RCC: 12/89
End of Project: 12/90
Specifications
Height: 75 metres
Length: 320 metres
Volume of RCC: 100 m3x103
Total volume: 1300 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.78 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.78 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
400 | 400 |
Cementitious material
Cement (kg/m3) |
---|
90 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
30 | Natural pozzolan (ASTM Class N) |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Wenchuanxi
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: -/87
Start of RCC: -/87
End of RCC: -/89
End of Project: -/89
Specifications
Height: 47 metres
Length: 122 metres
Volume of RCC: -
Total volume: 74 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

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) |

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) |

Details
Country: France
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation / Recreation
River: Riou
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 01/90
Start of RCC: 01/90
End of RCC: 07/90
End of Project: 03/91
Specifications
Height: 26 metres
Length: 308 metres
Volume of RCC: 41 m3x103
Total volume: 46 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork with external geomembrane |
Downstream
Slope | Type |
---|---|
0.60 | Slip-formed/extruded facing elements [stepped face] |
Spillway
Slope | Type |
---|---|
0.60 | Slip-formed/extruded facing elements [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
120 | ROLAC (mixture of flyash and slag with or without limestone fines) |

Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Tennessee
Reservoir capacity: 311 m3x106
Construction Dates
Start of Project: 08/89
Start of RCC: 08/89
End of RCC: 02/91
End of Project: 04/92
Specifications
Height: 17 metres
Length: 427 metres
Volume of RCC: 79 m3x103
Total volume: 79 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.25 | RCC against formwork [stepped face] |
Downstream
Slope | Type |
---|---|
0.60 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.60 | RCC against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 600 |
Cementitious material
Cement (kg/m3) |
---|
85 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
119 | Low-lime flyash (ASTM Class F) |

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) |

Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: West Branch
Reservoir capacity: 13 m3x106
Construction Dates
Start of Project: 04/91
Start of RCC: 04/91
End of RCC: 10/91
End of Project: 06/92
Specifications
Height: 37 metres
Length: 100 metres
Volume of RCC: 36 m3x103
Total volume: 40 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Reinforced conventional concrete cast after RCC placement |
Downstream
Slope | Type |
---|---|
0.80 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | RCC against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
67 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
67 | High-lime flyash (ASTM Class C) |

Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Kosabi
Reservoir capacity: 11 m3x106
Construction Dates
Start of Project: 10/86
Start of RCC: 10/86
End of RCC: 12/91
End of Project: 11/92
Specifications
Height: 104 metres
Length: 273 metres
Volume of RCC: 400 m3x103
Total volume: 590 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
250 | 750 |
Cementitious material
Cement (kg/m3) |
---|
91 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
39 | Low-lime flyash (ASTM Class F) |

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) |

Details
Country: Angola
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Kwanza
Reservoir capacity: 4795 m3x106
Construction Dates
Start of Project: 02/87
Start of RCC: 02/87
End of RCC: 05/92
End of Project: 12/07
Specifications
Height: 110 metres
Length: 1203 metres
Volume of RCC: 757 m3x103
Total volume: 1154 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against precast concrete panels with geomembrane |
Downstream
Slope | Type |
---|---|
0.70 | Slip-formed/extruded facing elements |
RCC against precast concrete blocks |
Spillway
Slope | Type |
---|---|
0.70 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
Layers (mm) | Lifts (mm) |
---|---|
400 | 400 |
Cementitious material
Cement (kg/m3) |
---|
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
100 | Milled sand |

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 |

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) |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Liuxihe
Reservoir capacity: 30 m3x106
Construction Dates
Start of Project: 12/94
Start of RCC: 12/94
End of RCC: 12/92
End of Project: 10/00
Specifications
Height: 61 metres
Length: 153 metres
Volume of RCC: 32 m3x103
Total volume: 57 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.70 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
ogee | Traditional concrete against formwork |
0.78 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
62 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
108 | Low-lime flyash (ASTM Class F) |

Details
Country: French Guyana
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Sinnamary
Reservoir capacity: 3500 m3x106
Construction Dates
Start of Project: 07/89
Start of RCC: 07/89
End of RCC: 02/93
End of Project: 05/94
Specifications
Height: 48 metres
Length: 740 metres
Volume of RCC: 250 m3x103
Total volume: 410 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Reinforced conventional concrete cast before RCC placement |
Downstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete panels |
0.80 | Mechanically compacted unformed face of RCC |
Spillway
Slope | Type |
---|---|
0.80 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
120 | ROLAC (mixture of flyash and slag with or without limestone fines) |

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) |

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower / Irrigation / Water Supply
River: Sanchahe
Reservoir capacity: 377 m3x106
Construction Dates
Start of Project: 03/89
Start of RCC: 03/89
End of RCC: 05/93
End of Project: 02/94
Specifications
Height: 75 metres
Length: 196 metres
Volume of RCC: 103 m3x103
Total volume: 137 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.35 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
ogee | Traditional concrete against formwork |
0.35 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
85 |
54 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
103 | Low-lime flyash (ASTM Class F) |
99 |

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) |

Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Cenza
Reservoir capacity: 43 m3x106
Construction Dates
Start of Project: 01/92
Start of RCC: 01/92
End of RCC: 08/93
End of Project: 12/93
Specifications
Height: 49 metres
Length: 609 metres
Volume of RCC: 200 m3x103
Total volume: 225 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.122 | RCC against formwork [stepped face] |
0.75 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | RCC against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
130 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Navigation
River: Youxi
Reservoir capacity: 108 m3x106
Construction Dates
Start of Project: 04/91
Start of RCC: 04/91
End of RCC: 10/93
End of Project: 12/95
Specifications
Height: 63 metres
Length: 197 metres
Volume of RCC: 126 m3x103
Total volume: 184 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete panels |
Downstream
Slope | Type |
---|---|
0.75 | RCC against precast concrete blocks |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
50 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
90 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Changhuajiang
Reservoir capacity: 1710 m3x106
Construction Dates
Start of Project: 06/90
Start of RCC: 06/90
End of RCC: 12/93
End of Project: 07/95
Specifications
Height: 55 metres
Length: 827 metres
Volume of RCC: 485 m3x103
Total volume: 860 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against precast concrete blocks |
RCC against formwork |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
55 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
96 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Sancha
Reservoir capacity: 420 m3x106
Construction Dates
Start of Project: -/89
Start of RCC: -/89
End of RCC: -/93
End of Project: -/94
Specifications
Height: 75 metres
Length: 196 metres
Volume of RCC: -
Total volume: 88 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Thailand
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Mun
Reservoir capacity: -
Construction Dates
Start of Project: 04/91
Start of RCC: 04/91
End of RCC: 03/94
End of Project: 06/94
Specifications
Height: 26 metres
Length: 323 metres
Volume of RCC: 48 m3x103
Total volume: 50 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Reinforced concrete cast against precast units or slip-formed facing elements |
Vertical | RCC supported by fill shoulders |
Downstream
Slope | Type |
---|---|
Vertical | Reinforced concrete cast against precast units or slip-formed facing elements |
0.80 | RCC supported by fill shoulders |
Spillway
Slope | Type |
---|---|
separate |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
58 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
124 | Low-lime flyash (ASTM Class F) |

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 |

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 |

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) |

Details
Country: Canada
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Ha! Ha!
Reservoir capacity: 587 m3x106
Construction Dates
Start of Project: 10/92
Start of RCC: 10/92
End of RCC: 08/94
End of Project: 03/95
Specifications
Height: 40 metres
Length: 124 metres
Volume of RCC: 28 m3x103
Total volume: 35 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
separate |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
85 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
85 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower / Irrigation
River: Xiang
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: -/92
Start of RCC: -/92
End of RCC: -/94
End of Project: -/95
Specifications
Height: 45 metres
Length: 150 metres
Volume of RCC: -
Total volume: 45 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Low-lime flyash (ASTM Class F) | |

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) | |

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) |

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) |

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) |

Details
Country: China
Owner: -
Type: Arch-Gravity
Purpose(s): Hydropower / Water Supply
River: Longshanxi
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: 08/93
Start of RCC: 08/93
End of RCC: 07/95
End of Project: 10/95
Specifications
Height: 64 metres
Length: 93 metres
Volume of RCC: 25 m3x103
Total volume: 33 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork with external geomembrane |
0.08 | RCC against formwork with external geomembrane |
Downstream
Slope | Type |
---|---|
0.65 | RCC against formwork |
Spillway
Slope | Type |
---|---|
ogee | Reinforced concrete cast against precast units or slip-formed facing elements |
0.65 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 - | 300 - |
350 | 350 |
Cementitious material
Cement (kg/m3) |
---|
80 |
79 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
120 | Low-lime flyash (ASTM Class F) |
105 |

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) |

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 |

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) |

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 |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Juba
Reservoir capacity: -
Construction Dates
Start of Project: -/93
Start of RCC: -/93
End of RCC: -/95
End of Project: -/96
Specifications
Height: 21 metres
Length: 238 metres
Volume of RCC: 96 m3x103
Total volume: 113 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
15 | Natural pozzolan (ASTM Class N) |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Juba
Reservoir capacity: -
Construction Dates
Start of Project: -/93
Start of RCC: -/93
End of RCC: -/95
End of Project: -/96
Specifications
Height: 21 metres
Length: 238 metres
Volume of RCC: 105 m3x103
Total volume: 113 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
15 | Natural pozzolan (ASTM Class N) |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jordão
Reservoir capacity: 110 m3x106
Construction Dates
Start of Project: 05/94
Start of RCC: 05/94
End of RCC: 02/96
End of Project: 09/96
Specifications
Height: 95 metres
Length: 550 metres
Volume of RCC: 570 m3x103
Total volume: 647 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.74 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.74 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
400 | 400 |
Cementitious material
Cement (kg/m3) |
---|
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
15 | Natural pozzolan (ASTM Class N) |

Details
Country: Chile
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Bio-Bio
Reservoir capacity: 175 m3x106
Construction Dates
Start of Project: 01/92
Start of RCC: 01/92
End of RCC: 02/96
End of Project: 12/96
Specifications
Height: 113 metres
Length: 410 metres
Volume of RCC: 670 m3x103
Total volume: 740 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
100 | Natural pozzolan (ASTM Class N) |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation / Navigation
River: Hongshuihe
Reservoir capacity: 340 m3x106
Construction Dates
Start of Project: 02/93
Start of RCC: 02/93
End of RCC: 04/96
End of Project: 08/97
Specifications
Height: 34 metres
Length: 710 metres
Volume of RCC: 62 m3x103
Total volume: 80 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.70 | RCC against precast concrete blocks [stepped face] |
Spillway
Slope | Type |
---|---|
0.70 | Traditional concrete against precast concrete panels [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
73 |
99 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
110 | Low-lime flyash (ASTM Class F) |
60 |

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 |

Details
Country: Canada
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Exploits
Reservoir capacity: -
Construction Dates
Start of Project: 08/96
Start of RCC: 08/96
End of RCC: 09/96
End of Project: 12/96
Specifications
Height: 15 metres
Length: 180 metres
Volume of RCC: 7 m3x103
Total volume: 11 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.67 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.67 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
200 | 200 |
Cementitious material
Cement (kg/m3) |
---|
130 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
75 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Gayahe
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: 08/92
Start of RCC: 08/92
End of RCC: 12/96
End of Project: 08/97
Specifications
Height: 37 metres
Length: 337 metres
Volume of RCC: 78 m3x103
Total volume: 100 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against precast concrete blocks |
Spillway
Slope | Type |
---|---|
ogee | Traditional concrete against formwork |
0.70 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 1000 |
Cementitious material
Cement (kg/m3) |
---|
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
120 | Low-lime flyash (ASTM Class F) |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jordão
Reservoir capacity: 110 m3x106
Construction Dates
Start of Project: 05/94
Start of RCC: 05/94
End of RCC: -/96
End of Project: 12/97
Specifications
Height: 66 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Greece
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Nestos
Reservoir capacity: 84 m3x106
Construction Dates
Start of Project: 01/89
Start of RCC: 01/89
End of RCC: 03/97
End of Project: 06/99
Specifications
Height: 95 metres
Length: 305 metres
Volume of RCC: 420 m3x103
Total volume: 440 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 | Slip-formed/extruded facing elements |
Downstream
Slope | Type |
---|---|
0.75 | Slip-formed/extruded facing elements [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
50 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
225 | High-lime flyash (ASTM Class C) |

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) |

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) |

Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Tuchimuro
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: 11/92
Start of RCC: 11/92
End of RCC: 07/97
End of Project: 11/99
Specifications
Height: 105 metres
Length: 264 metres
Volume of RCC: 428 m3x103
Total volume: 622 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
0.10 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.82 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.82 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
170 | 1000 |
Cementitious material
Cement (kg/m3) |
---|
91 |
84 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
39 | Low-lime flyash (ASTM Class F) |
36 |

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 |

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 |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Do Peixe
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: 02/96
Start of RCC: 02/96
End of RCC: 12/97
End of Project: -/98
Specifications
Height: 32 metres
Length: 300 metres
Volume of RCC: 20 m3x103
Total volume: 34 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
120 |
90 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
0 |

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Huilonghe
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/93
Start of RCC: -/93
End of RCC: -/97
End of Project: -/98
Specifications
Height: 90 metres
Length: 158 metres
Volume of RCC: -
Total volume: 770 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 |
Downstream
Slope | Type |
---|---|
0.76 |
Spillway
Slope | Type |
---|---|
0.76 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

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) |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Iguaçu
Reservoir capacity: 4 m3x106
Construction Dates
Start of Project: 02/95
Start of RCC: 02/95
End of RCC: 07/98
End of Project: 12/98
Specifications
Height: 67 metres
Length: 1083 metres
Volume of RCC: 912 m3x103
Total volume: 1438 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
20 | Low-lime flyash (ASTM Class F) |

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) |

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 |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Yinghe
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: 01/96
Start of RCC: 01/96
End of RCC: 12/98
End of Project: 05/99
Specifications
Height: 85 metres
Length: 173 metres
Volume of RCC: 240 m3x103
Total volume: 290 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.20 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 - | 300 - |
400 | 400 |
Cementitious material
Cement (kg/m3) |
---|
78 |
74 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
95 | Low-lime flyash (ASTM Class F) |
90 |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Water Supply
River: Yujiang
Reservoir capacity: 68 m3x106
Construction Dates
Start of Project: -/91
Start of RCC: -/91
End of RCC: 12/98
End of Project: 06/00
Specifications
Height: 69 metres
Length: 279 metres
Volume of RCC: 170 m3x103
Total volume: 200 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.74 | RCC against formwork |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 5000 |
Cementitious material
Cement (kg/m3) |
---|
134 |
72 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
89 | Low-lime flyash (ASTM Class F) |
48 |

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower / Irrigation
River: Nanxi
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: -/94
Start of RCC: -/94
End of RCC: -/98
End of Project: -/99
Specifications
Height: 47 metres
Length: 235 metres
Volume of RCC: -
Total volume: 240 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Yuquanxi
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/96
Start of RCC: -/96
End of RCC: -/98
End of Project: -/98
Specifications
Height: 34 metres
Length: 80 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

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 |

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 |

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) |

Details
Country: Indonesia
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Larona
Reservoir capacity: 31 m3x106
Construction Dates
Start of Project: 09/96
Start of RCC: 09/96
End of RCC: 06/99
End of Project: 09/99
Specifications
Height: 94 metres
Length: 352 metres
Volume of RCC: 528 m3x103
Total volume: 534 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork with external geomembrane |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
420 | 420 |
Cementitious material
Cement (kg/m3) |
---|
81 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
54 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Yangxishui
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: 11/97
Start of RCC: 11/97
End of RCC: 06/99
End of Project: 07/00
Specifications
Height: 46 metres
Length: 202 metres
Volume of RCC: 100 m3x103
Total volume: 139 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
0.75 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Low-lime flyash (ASTM Class F) | |

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) |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Itabapoana
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: 04/98
Start of RCC: 04/98
End of RCC: 09/99
End of Project: -/00
Specifications
Height: 37 metres
Length: 212 metres
Volume of RCC: 45 m3x103
Total volume: 75 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
45 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
55 | Ground-granulated blast-furnace slag |

Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Güredin Creek
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: 01/98
Start of RCC: 01/98
End of RCC: 10/99
End of Project: 10/99
Specifications
Height: 36 metres
Length: 192 metres
Volume of RCC: 55 m3x103
Total volume: 60 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete panels |
Downstream
Slope | Type |
---|---|
0.80 | RCC against precast concrete panels |
Spillway
Slope | Type |
---|---|
0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
50 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
100 | Ground-granulated blast-furnace slag |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Piracicaba
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: -/97
Start of RCC: -/97
End of RCC: -/99
End of Project: -/00
Specifications
Height: 41 metres
Length: 499 metres
Volume of RCC: 85 m3x103
Total volume: 102 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
20 | Natural pozzolan (ASTM Class N) |

Details
Country: Laos
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Nam Leuk
Reservoir capacity: 185 m3x106
Construction Dates
Start of Project: -/98
Start of RCC: -/98
End of RCC: -/99
End of Project: -/00
Specifications
Height: 15 metres
Length: 60 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

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) |

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 |

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 - |

Details
Country: Colombia
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Porce
Reservoir capacity: 211 m3x106
Construction Dates
Start of Project: 11/94
Start of RCC: 11/94
End of RCC: 09/00
End of Project: 03/01
Specifications
Height: 123 metres
Length: 425 metres
Volume of RCC: 1305 m3x103
Total volume: 1445 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 | Slip-formed/extruded facing elements |
Downstream
Slope | Type |
---|---|
0.35 | Slip-formed/extruded facing elements [stepped face] |
0.75 |
Spillway
Slope | Type |
---|---|
0.75 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
132 |
120 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
88 | Natural pozzolan (ASTM Class N) |
80 |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Tocantins
Reservoir capacity: 45800 m3x106
Construction Dates
Start of Project: 06/98
Start of RCC: 06/98
End of RCC: 09/00
End of Project: 10/05
Specifications
Height: 78 metres
Length: 1541 metres
Volume of RCC: 288 m3x103
Total volume: 1383 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
RCC against formwork |
Downstream
Slope | Type |
---|---|
RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
separate |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
30 | Natural pozzolan (ASTM Class N) |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jacuí
Reservoir capacity: 63 m3x106
Construction Dates
Start of Project: 08/98
Start of RCC: 08/98
End of RCC: 10/00
End of Project: 12/00
Specifications
Height: 63 metres
Length: 670 metres
Volume of RCC: 485 m3x103
Total volume: 503 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
72 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
18 | Natural pozzolan (ASTM Class N) |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Geermu
Reservoir capacity: 9780 m3x106
Construction Dates
Start of Project: -/96
Start of RCC: -/96
End of RCC: -/00
End of Project: -/01
Specifications
Height: 40 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

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 |

Details
Country: China
Owner: -
Type: Arch-Gravity
Purpose(s): Hydropower
River: Heihe
Reservoir capacity: 13 m3x106
Construction Dates
Start of Project: 04/99
Start of RCC: 04/99
End of RCC: 06/01
End of Project: 09/01
Specifications
Height: 80 metres
Length: 258 metres
Volume of RCC: 187 m3x103
Total volume: 210 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
0.20 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 3000 |
Cementitious material
Cement (kg/m3) |
---|
96 |
58 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
109 | Low-lime flyash (ASTM Class F) |
113 |

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower / Irrigation / Water Supply
River: Taxi
Reservoir capacity: 80 m3x106
Construction Dates
Start of Project: 06/98
Start of RCC: 06/98
End of RCC: 06/01
End of Project: 10/01
Specifications
Height: 110 metres
Length: 176 metres
Volume of RCC: 188 m3x103
Total volume: 211 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.142 | RCC against formwork (GEVR/GE-RCC) |
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
Vertical | RCC against formwork |
0.18 | RCC against formwork |
Spillway
Slope | Type |
---|---|
crest | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 3000 |
Cementitious material
Cement (kg/m3) |
---|
93 |
62 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
110 | Low-lime flyash (ASTM Class F) |
110 |

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) |

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 |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Tocantins
Reservoir capacity: 2300 m3x106
Construction Dates
Start of Project: 03/99
Start of RCC: 03/99
End of RCC: 10/01
End of Project: 10/02
Specifications
Height: 67 metres
Length: 510 metres
Volume of RCC: 527 m3x103
Total volume: 833 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
ogee | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
40 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
50 | Ground-granulated blast-furnace slag |

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 |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Tocantins
Reservoir capacity: 4982 m3x106
Construction Dates
Start of Project: 07/98
Start of RCC: 07/98
End of RCC: 12/01
End of Project: 12/02
Specifications
Height: 43 metres
Length: 2100 metres
Volume of RCC: 188 m3x103
Total volume: 210 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
30 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
40 | Ground-granulated blast-furnace slag |

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) |

Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jinryu
Reservoir capacity: 19 m3x106
Construction Dates
Start of Project: 03/97
Start of RCC: 03/97
End of RCC: -/01
End of Project: 06/05
Specifications
Height: 120 metres
Length: 350 metres
Volume of RCC: 269 m3x103
Total volume: 720 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
0.30 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.84 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.84 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
200 | 1000 |
Cementitious material
Cement (kg/m3) |
---|
77 |
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
33 | Low-lime flyash (ASTM Class F) |
30 |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Rio Grande
Reservoir capacity: 285 m3x106
Construction Dates
Start of Project: -/97
Start of RCC: -/97
End of RCC: -/01
End of Project: 12/02
Specifications
Height: 50 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Xiaoxihe
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/99
Start of RCC: -/99
End of RCC: -/01
End of Project: -/02
Specifications
Height: 62 metres
Length: 103 metres
Volume of RCC: 47 m3x103
Total volume: 66 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Low-lime flyash (ASTM Class F) | |

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Xiaoxihe
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: -/99
Start of RCC: -/99
End of RCC: -/01
End of Project: -/02
Specifications
Height: 68 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Costa Rica
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Peñas Blancas
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: 04/00
Start of RCC: 04/00
End of RCC: 01/02
End of Project: 07/02
Specifications
Height: 48 metres
Length: 211 metres
Volume of RCC: 120 m3x103
Total volume: 170 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
90 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
35 | Natural pozzolan (ASTM Class N) |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Recreation / Water Supply
River: Hailanhe
Reservoir capacity: 30 m3x106
Construction Dates
Start of Project: 11/98
Start of RCC: 11/98
End of RCC: 01/02
End of Project: 12/02
Specifications
Height: 30 metres
Length: 244 metres
Volume of RCC: 43 m3x103
Total volume: 89 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against precast concrete blocks |
Spillway
Slope | Type |
---|---|
ogee | RCC against precast concrete blocks [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 2000 |
Cementitious material
Cement (kg/m3) |
---|
113 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
113 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Caopohe
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: 06/97
Start of RCC: 06/97
End of RCC: 05/02
End of Project: 04/03
Specifications
Height: 132 metres
Length: 230 metres
Volume of RCC: 380 m3x103
Total volume: 392 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
0.10 |
Downstream
Slope | Type |
---|---|
0.21 | RCC against formwork |
Spillway
Slope | Type |
---|---|
crest | Traditional concrete against formwork |
0.21 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
108 |
89 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
72 | Low-lime flyash (ASTM Class F) |
89 |

Details
Country: Colombia
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: La Miel
Reservoir capacity: 565 m3x106
Construction Dates
Start of Project: 12/97
Start of RCC: 12/97
End of RCC: 07/02
End of Project: 10/02
Specifications
Height: 188 metres
Length: 345 metres
Volume of RCC: 1669 m3x103
Total volume: 1730 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork with external geomembrane (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork (GEVR/GE-RCC) |
1.00 |
Spillway
Slope | Type |
---|---|
0.75 | Reinforced conventional concrete cast after RCC placement |
1.00 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
85 to |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Yangxishui
Reservoir capacity: 100 m3x106
Construction Dates
Start of Project: 12/00
Start of RCC: 12/00
End of RCC: 11/02
End of Project: 06/03
Specifications
Height: 82 metres
Length: 244 metres
Volume of RCC: 241 m3x103
Total volume: 340 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
0.75 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Low-lime flyash (ASTM Class F) | |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Itiquira
Reservoir capacity: -
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/02
End of Project: -/02
Specifications
Height: 15 metres
Length: -
Volume of RCC: 22 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Xiaoxihe
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/98
Start of RCC: -/98
End of RCC: -/02
End of Project: -/03
Specifications
Height: 34 metres
Length: 114 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Rio São Bento
Reservoir capacity: 58 m3x106
Construction Dates
Start of Project: -/99
Start of RCC: -/99
End of RCC: -/02
End of Project: -/03
Specifications
Height: 49 metres
Length: 461 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.80 |
Spillway
Slope | Type |
---|---|
0.80 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Guaporé
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/02
End of Project: -/03
Specifications
Height: 32 metres
Length: 152 metres
Volume of RCC: -
Total volume: 43 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jauru
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/02
End of Project: -/03
Specifications
Height: 51 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Junxi
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/02
End of Project: -/03
Specifications
Height: 69 metres
Length: 192 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Navigation
River: Youshui
Reservoir capacity: 378 m3x106
Construction Dates
Start of Project: 08/01
Start of RCC: 08/01
End of RCC: 05/03
End of Project: 05/04
Specifications
Height: 65 metres
Length: 238 metres
Volume of RCC: 141 m3x103
Total volume: 376 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.75 | Reinforced conventional concrete cast after RCC placement |
Spillway
Slope | Type |
---|---|
ogee | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 3000 |
Cementitious material
Cement (kg/m3) |
---|
86 |
68 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
103 | Low-lime flyash (ASTM Class F) |
83 |

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower / Irrigation
River: Linhe
Reservoir capacity: 147 m3x106
Construction Dates
Start of Project: -/99
Start of RCC: -/99
End of RCC: 06/03
End of Project: -/04
Specifications
Height: 100 metres
Length: 311 metres
Volume of RCC: 229 m3x103
Total volume: 293 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
curve | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
curve | RCC against formwork (GEVR/GE-RCC) |
Spillway
Slope | Type |
---|---|
ogee | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 3000 |
Cementitious material
Cement (kg/m3) |
---|
74 |
66 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
111 | Low-lime flyash (ASTM Class F) |
111 |

Details
Country: Chile
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Bio-Bio
Reservoir capacity: 1200 m3x106
Construction Dates
Start of Project: 08/99
Start of RCC: 08/99
End of RCC: 09/03
End of Project: 04/04
Specifications
Height: 155 metres
Length: 360 metres
Volume of RCC: 1596 m3x103
Total volume: 1640 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.80 | RCC against formwork (GEVR/GE-RCC) |
Spillway
Slope | Type |
---|---|
0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
133 |
95 116 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
57 | Natural pozzolan (ASTM Class N) |
50 41 |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Apeng
Reservoir capacity: 25 m3x106
Construction Dates
Start of Project: 08/01
Start of RCC: 08/01
End of RCC: 10/03
End of Project: 11/03
Specifications
Height: 56 metres
Length: 193 metres
Volume of RCC: 72 m3x103
Total volume: 161 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement |
Downstream
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement |
Spillway
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Low-lime flyash (ASTM Class F) | |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 06/01
Start of RCC: 06/01
End of RCC: 11/03
End of Project: -/05
Specifications
Height: 54 metres
Length: 208 metres
Volume of RCC: 73 m3x103
Total volume: 76 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork (GEVR/GE-RCC) |
Spillway
Slope | Type |
---|---|
none |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Low-lime flyash (ASTM Class F) | |

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) |

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Renhe
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/03
End of Project: -/04
Specifications
Height: 66 metres
Length: 120 metres
Volume of RCC: 81 m3x103
Total volume: 106 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Tangkouxi
Reservoir capacity: 15 m3x106
Construction Dates
Start of Project: -/01
Start of RCC: -/01
End of RCC: -/03
End of Project: -/04
Specifications
Height: 56 metres
Length: 159 metres
Volume of RCC: 38 m3x103
Total volume: 40 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Low-lime flyash (ASTM Class F) | |

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) | |

Details
Country: India
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Pravara
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: 12/01
Start of RCC: 12/01
End of RCC: 01/04
End of Project: 06/04
Specifications
Height: 15 metres
Length: 503 metres
Volume of RCC: 35 m3x103
Total volume: 40 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.78 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.78 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
88 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
132 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Muyangxi
Reservoir capacity: 47 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: 03/04
End of Project: 06/04
Specifications
Height: 73 metres
Length: 206 metres
Volume of RCC: 159 m3x103
Total volume: 199 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.72 | RCC against formwork (GEVR/GE-RCC) |
Spillway
Slope | Type |
---|---|
0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
67 |
50 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
100 | Low-lime flyash (ASTM Class F) |
92 |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: 06/01
Start of RCC: 06/01
End of RCC: 06/04
End of Project: -/05
Specifications
Height: 54 metres
Length: 175 metres
Volume of RCC: 88 m3x103
Total volume: 105 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Low-lime flyash (ASTM Class F) | |

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) |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Tongkouhe
Reservoir capacity: 36 m3x106
Construction Dates
Start of Project: 10/98
Start of RCC: 10/98
End of RCC: -/04
End of Project: -/04
Specifications
Height: 72 metres
Length: 198 metres
Volume of RCC: 300 m3x103
Total volume: 352 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
1.10 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
ogee | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Low-lime flyash (ASTM Class F) | |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Nanpan
Reservoir capacity: 278 m3x106
Construction Dates
Start of Project: 12/01
Start of RCC: 12/01
End of RCC: -/04
End of Project: 07/05
Specifications
Height: 62 metres
Length: 396 metres
Volume of RCC: 150 m3x103
Total volume: 700 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.70 | RCC against formwork (GEVR/GE-RCC) |
Spillway
Slope | Type |
---|---|
ogee | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Low-lime flyash (ASTM Class F) | |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Das Antas
Reservoir capacity: 23 m3x106
Construction Dates
Start of Project: 04/02
Start of RCC: 04/02
End of RCC: -/04
End of Project: 12/04
Specifications
Height: 25 metres
Length: 180 metres
Volume of RCC: 35 m3x103
Total volume: 66 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
75 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Tuwushui
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/03
Start of RCC: -/03
End of RCC: -/04
End of Project: -/04
Specifications
Height: 53 metres
Length: 124 metres
Volume of RCC: -
Total volume: 29 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Laos
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Nam Gnong
Reservoir capacity: 49 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/04
End of Project: 01/05
Specifications
Height: 28 metres
Length: 151 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Doce
Reservoir capacity: 54 m3x106
Construction Dates
Start of Project: 05/01
Start of RCC: 05/01
End of RCC: -/04
End of Project: 05/05
Specifications
Height: 53 metres
Length: 311 metres
Volume of RCC: 236 m3x103
Total volume: 248 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
40 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
50 | Ground-granulated blast-furnace slag |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Longhe
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: 08/01
Start of RCC: 08/01
End of RCC: -/04
End of Project: -/05
Specifications
Height: 50 metres
Length: 156 metres
Volume of RCC: 118 m3x103
Total volume: 147 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.70 | RCC against formwork (GEVR/GE-RCC) |
Spillway
Slope | Type |
---|---|
0.85 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Low-lime flyash (ASTM Class F) | |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation / Navigation
River: Xijiang
Reservoir capacity: 950 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/04
End of Project: -/05
Specifications
Height: 66 metres
Length: 586 metres
Volume of RCC: 50 m3x103
Total volume: 210 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Juhe
Reservoir capacity: 99 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/04
End of Project: -/05
Specifications
Height: 85 metres
Length: 192 metres
Volume of RCC: -
Total volume: 131 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Meixi
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/04
End of Project: -/06
Specifications
Height: 96 metres
Length: 178 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jordåo
Reservoir capacity: 431 m3x106
Construction Dates
Start of Project: 11/02
Start of RCC: 11/02
End of RCC: -/04
End of Project: 01/05
Specifications
Height: 67 metres
Length: 543 metres
Volume of RCC: 530 m3x103
Total volume: 606 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
40 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
50 | Ground-granulated blast-furnace slag |

Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Saluda
Reservoir capacity: 1970 m3x106
Construction Dates
Start of Project: 08/02
Start of RCC: 08/02
End of RCC: 04/05
End of Project: 07/05
Specifications
Height: 65 metres
Length: 2439 metres
Volume of RCC: 1004 m3x103
Total volume: 1410 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Traditional concrete against precast concrete panels |
Downstream
Slope | Type |
---|---|
Traditional concrete against precast concrete panels |
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
89 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
89 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower / Irrigation / Water Supply
River: Sidu
Reservoir capacity: 70 m3x106
Construction Dates
Start of Project: 12/03
Start of RCC: 12/03
End of RCC: 05/05
End of Project: 10/05
Specifications
Height: 107 metres
Length: 206 metres
Volume of RCC: 166 m3x103
Total volume: 255 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
curve | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
curve | RCC against formwork (GEVR/GE-RCC) |
Spillway
Slope | Type |
---|---|
RCC against formwork (GEVR/GE-RCC) |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 3000 |
Cementitious material
Cement (kg/m3) |
---|
84 |
126 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
126 | Low-lime flyash (ASTM Class F) |
103 |

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) | |

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) |

Details
Country: Belize
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Macal
Reservoir capacity: 120 m3x106
Construction Dates
Start of Project: 07/03
Start of RCC: 07/03
End of RCC: 10/05
End of Project: 12/06
Specifications
Height: 68 metres
Length: 425 metres
Volume of RCC: 180 m3x103
Total volume: 210 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.20 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 3600 |
Cementitious material
Cement (kg/m3) |
---|
105 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | Natural pozzolan (ASTM Class N) |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Pelotas
Reservoir capacity: 50000 m3x106
Construction Dates
Start of Project: -/01
Start of RCC: -/01
End of RCC: -/05
End of Project: -/06
Specifications
Height: 85 metres
Length: 665 metres
Volume of RCC: 1 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Xunjiang
Reservoir capacity: 56 m3x106
Construction Dates
Start of Project: -/93
Start of RCC: -/93
End of RCC: -/05
End of Project: -/07
Specifications
Height: 56 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/05
End of Project: -/06
Specifications
Height: 32 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Long
Reservoir capacity: 49 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/05
End of Project: -/06
Specifications
Height: 68 metres
Length: 167 metres
Volume of RCC: 172 m3x103
Total volume: 226 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Caitouhe
Reservoir capacity: 30 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/05
End of Project: -/11
Specifications
Height: 61 metres
Length: 420 metres
Volume of RCC: 235 m3x103
Total volume: 242 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Guxi
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: -/03
Start of RCC: -/03
End of RCC: -/05
End of Project: -/05
Specifications
Height: 66 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement |
Downstream
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement |
Spillway
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jaqueira
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/05
End of Project: -/05
Specifications
Height: 16 metres
Length: 207 metres
Volume of RCC: 15 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Tocantins
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 04/02
Start of RCC: 04/02
End of RCC: -/05
End of Project: 09/06
Specifications
Height: 39 metres
Length: 400 metres
Volume of RCC: 500 m3x103
Total volume: 582 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: -/03
Start of RCC: -/03
End of RCC: -/05
End of Project: -/06
Specifications
Height: 20 metres
Length: 120 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

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) | |

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 |

Details
Country: India
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Shahi Nallah
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 12/01
Start of RCC: 12/01
End of RCC: 05/06
End of Project: 03/07
Specifications
Height: 86 metres
Length: 447 metres
Volume of RCC: 638 m3x103
Total volume: 646 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.141 | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.782 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.782 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
75 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
150 | Low-lime flyash (ASTM Class F) |

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) |

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Qingshui
Reservoir capacity: 276 m3x106
Construction Dates
Start of Project: 01/04
Start of RCC: 01/04
End of RCC: 11/06
End of Project: -/07
Specifications
Height: 135 metres
Length: 198 metres
Volume of RCC: 550 m3x103
Total volume: 670 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
curve | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
curve | RCC against formwork (GEVR/GE-RCC) |
Spillway
Slope | Type |
---|---|
Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 3000 |
Cementitious material
Cement (kg/m3) |
---|
81 |
94 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
81 | Low-lime flyash (ASTM Class F) |
94 |

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Qingtonghe
Reservoir capacity: 26 m3x106
Construction Dates
Start of Project: -/03
Start of RCC: -/03
End of RCC: 12/06
End of Project: -/07
Specifications
Height: 62 metres
Length: 201 metres
Volume of RCC: -
Total volume: 710 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Po Ko
Reservoir capacity: 1048 m3x106
Construction Dates
Start of Project: 11/05
Start of RCC: 11/05
End of RCC: 12/06
End of Project: -/07
Specifications
Height: 65 metres
Length: 495 metres
Volume of RCC: 326 m3x103
Total volume: 450 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
210 | Natural pozzolan (ASTM Class N) |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Kaidu
Reservoir capacity: -
Construction Dates
Start of Project: -/97
Start of RCC: -/97
End of RCC: -/06
End of Project: -/08
Specifications
Height: 71 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

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 |
---|---|

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/06
End of Project: -/06
Specifications
Height: 19 metres
Length: -
Volume of RCC: 15 m3x103
Total volume: 27 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
64 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
16 | Natural pozzolan (ASTM Class N) |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Yingtaoyuangou
Reservoir capacity: 94 m3x106
Construction Dates
Start of Project: 03/03
Start of RCC: 03/03
End of RCC: -/06
End of Project: 06/07
Specifications
Height: 84 metres
Length: 202 metres
Volume of RCC: 240 m3x103
Total volume: 340 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.70 | RCC against formwork (GEVR/GE-RCC) |
Spillway
Slope | Type |
---|---|
0.70 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 19 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 32 metres
Length: 236 metres
Volume of RCC: 57 m3x103
Total volume: 76 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jordao
Reservoir capacity: 34 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 43 metres
Length: 445 metres
Volume of RCC: 200 m3x103
Total volume: 220 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
64 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
16 | Natural pozzolan (ASTM Class N) |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Longkouxi
Reservoir capacity: 168 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 47 metres
Length: 268 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

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 |

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Hongdu
Reservoir capacity: 99 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 87 metres
Length: 148 metres
Volume of RCC: 67 m3x103
Total volume: 90 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Wujlang
Reservoir capacity: 9940 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 87 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Quan
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 88 metres
Length: 160 metres
Volume of RCC: -
Total volume: 205 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

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 |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Lixian (Black)
Reservoir capacity: 174 m3x106
Construction Dates
Start of Project: 11/04
Start of RCC: 11/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 95 metres
Length: 320 metres
Volume of RCC: 480 m3x103
Total volume: 800 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork |
0.20 |
Downstream
Slope | Type |
---|---|
0.80 | RCC against formwork |
Spillway
Slope | Type |
---|---|
0.80 | RCC against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Lixian
Reservoir capacity: 78 m3x106
Construction Dates
Start of Project: 04/04
Start of RCC: 04/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 59 metres
Length: 300 metres
Volume of RCC: 255 m3x103
Total volume: 570 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
RCC against formwork (GEVR/GE-RCC) |
Spillway
Slope | Type |
---|---|
RCC against formwork (GEVR/GE-RCC) |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 3000 |
Cementitious material
Cement (kg/m3) |
---|
65 |
93 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
110 | Ground-granulated blast-furnace slag |
113 |

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower / Recreation
River: Yu
Reservoir capacity: 26 m3x106
Construction Dates
Start of Project: 12/05
Start of RCC: 12/05
End of RCC: 02/07
End of Project: 05/07
Specifications
Height: 95 metres
Length: 156 metres
Volume of RCC: 135 m3x103
Total volume: 160 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
curve | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
curve | RCC against formwork |
Spillway
Slope | Type |
---|---|
RCC against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Dominican Republic
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Tireo
Reservoir capacity: 4 m3x106
Construction Dates
Start of Project: 09/04
Start of RCC: 09/04
End of RCC: 03/07
End of Project: -/08
Specifications
Height: 52 metres
Length: 210 metres
Volume of RCC: 73 m3x103
Total volume: 100 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
98 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
8 | Natural pozzolan (ASTM Class N) |

Details
Country: Laos
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Nam Theun
Reservoir capacity: 3530 m3x106
Construction Dates
Start of Project: 04/04
Start of RCC: 04/04
End of RCC: 03/07
End of Project: 10/09
Specifications
Height: 39 metres
Length: 436 metres
Volume of RCC: 155 m3x103
Total volume: 200 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
RCC against precast concrete blocks |
Spillway
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
100 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
100 | Low-lime flyash (ASTM Class F) |

Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Harsit
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 07/05
Start of RCC: 07/05
End of RCC: 04/07
End of Project: 09/08
Specifications
Height: 38 metres
Length: 144 metres
Volume of RCC: 87 m3x103
Total volume: 101 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
100 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
100 | Natural pozzolan (ASTM Class N) |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Xiaojinhe
Reservoir capacity: 30 m3x106
Construction Dates
Start of Project: 10/04
Start of RCC: 10/04
End of RCC: 05/07
End of Project: -/11
Specifications
Height: 56 metres
Length: 168 metres
Volume of RCC: 84 m3x103
Total volume: 93 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.70 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
64 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
125 | Low-lime flyash (ASTM Class F) |

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 |

Details
Country: Mongolia
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Zabkhan
Reservoir capacity: 930 m3x106
Construction Dates
Start of Project: 02/05
Start of RCC: 02/05
End of RCC: 06/07
End of Project: 12/07
Specifications
Height: 60 metres
Length: 200 metres
Volume of RCC: 210 m3x103
Total volume: 250 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork with external geomembrane |
Downstream
Slope | Type |
---|---|
0.72 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.72 | Reinforced conventional concrete cast after RCC placement [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
333 | 333 |
Cementitious material
Cement (kg/m3) |
---|
75 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |

Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Vugia Thubon
Reservoir capacity: 340 m3x106
Construction Dates
Start of Project: 08/03
Start of RCC: 08/03
End of RCC: 10/07
End of Project: 11/08
Specifications
Height: 83 metres
Length: 240 metres
Volume of RCC: 260 m3x103
Total volume: 350 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
1.00 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
90 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
150 | Natural pozzolan (ASTM Class N) |

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 |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Songhuajian
Reservoir capacity: 10377 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/07
End of Project: -/10
Specifications
Height: 95 metres
Length: 1068 metres
Volume of RCC: -
Total volume: 2700 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Water Supply
River: Huotong
Reservoir capacity: 449 m3x106
Construction Dates
Start of Project: -/03
Start of RCC: -/03
End of RCC: -/07
End of Project: -/08
Specifications
Height: 130 metres
Length: 341 metres
Volume of RCC: 681 m3x103
Total volume: 830 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Youshui
Reservoir capacity: 163 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: -/07
Specifications
Height: 54 metres
Length: 214 metres
Volume of RCC: -
Total volume: 260 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Baibu
Reservoir capacity: 46 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: -/07
Specifications
Height: 81 metres
Length: 250 metres
Volume of RCC: -
Total volume: 110 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Das Antas
Reservoir capacity: 127 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: 02/08
Specifications
Height: 48 metres
Length: 350 metres
Volume of RCC: 240 m3x103
Total volume: 322 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
1.30 |
Spillway
Slope | Type |
---|---|
1.30 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
15 | Natural pozzolan (ASTM Class N) |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Das Antas
Reservoir capacity: 55 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: 10/08
Specifications
Height: 37 metres
Length: 281 metres
Volume of RCC: 75 m3x103
Total volume: 212 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
1.30 |
Spillway
Slope | Type |
---|---|
1.30 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
75 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
15 | Natural pozzolan (ASTM Class N) |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Baxianghe
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: -/08
Specifications
Height: 44 metres
Length: 207 metres
Volume of RCC: 63 m3x103
Total volume: 83 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Datong
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: -/08
Specifications
Height: 44 metres
Length: 143 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

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 |
---|---|

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Youshui
Reservoir capacity: 152 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: -/08
Specifications
Height: 63 metres
Length: 194 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Nanhe
Reservoir capacity: 14 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: -/08
Specifications
Height: 77 metres
Length: 140 metres
Volume of RCC: 45 m3x103
Total volume: 55 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

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 |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Carreiro
Reservoir capacity: -
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/07
End of Project: -/07
Specifications
Height: 16 metres
Length: 196 metres
Volume of RCC: 21 m3x103
Total volume: 41 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/07
End of Project: 02/08
Specifications
Height: 38 metres
Length: 173 metres
Volume of RCC: 42 m3x103
Total volume: 78 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.75 |
Spillway
Slope | Type |
---|---|
0.75 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
72 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
19 | Natural pozzolan (ASTM Class N) |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: das Antas
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/07
End of Project: 04/08
Specifications
Height: 25 metres
Length: 121 metres
Volume of RCC: 31 m3x103
Total volume: 61 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
72 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
18 | Natural pozzolan (ASTM Class N) |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Honghe
Reservoir capacity: 212 m3x106
Construction Dates
Start of Project: 02/06
Start of RCC: 02/06
End of RCC: -/07
End of Project: 07/08
Specifications
Height: 85 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Carreiro
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/07
End of Project: -/08
Specifications
Height: 30 metres
Length: 205 metres
Volume of RCC: 35 m3x103
Total volume: 54 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Da Prata
Reservoir capacity: -
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/07
End of Project: -/08
Specifications
Height: 41 metres
Length: -
Volume of RCC: 46 m3x103
Total volume: 76 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
20 | Natural pozzolan (ASTM Class N) |

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 |

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Tuoniangiang
Reservoir capacity: 133 m3x106
Construction Dates
Start of Project: 03/05
Start of RCC: 03/05
End of RCC: 04/08
End of Project: -/09
Specifications
Height: 82 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Beipan
Reservoir capacity: 3245 m3x106
Construction Dates
Start of Project: 10/04
Start of RCC: 10/04
End of RCC: 05/08
End of Project: -/09
Specifications
Height: 201 metres
Length: 412 metres
Volume of RCC: 2420 m3x103
Total volume: 280 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete panels with hot poured membrane |
0.25 |
Downstream
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
61 |
71 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
91 | Low-lime flyash (ASTM Class F) |
87 |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Lixian
Reservoir capacity: 409 m3x106
Construction Dates
Start of Project: 01/03
Start of RCC: 01/03
End of RCC: 08/08
End of Project: -/09
Specifications
Height: 113 metres
Length: 466 metres
Volume of RCC: 903 m3x103
Total volume: 1200 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
0.20 |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork (GEVR/GE-RCC) |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
77 |
93 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
77 | Ground-granulated blast-furnace slag |
93 |

Details
Country: Pakistan
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Jhelum
Reservoir capacity: 6500 m3x106
Construction Dates
Start of Project: 08/04
Start of RCC: 08/04
End of RCC: 11/08
End of Project: 01/09
Specifications
Height: 17 metres
Length: 370 metres
Volume of RCC: 54 m3x103
Total volume: 79 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
0.30 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Downstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
0.70 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.70 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
120 | Ground-granulated blast-furnace slag |

Details
Country: Myanmar
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Myitnge
Reservoir capacity: 2600 m3x106
Construction Dates
Start of Project: 10/01
Start of RCC: 10/01
End of RCC: 12/08
End of Project: 12/10
Specifications
Height: 137 metres
Length: 680 metres
Volume of RCC: 2473 m3x103
Total volume: 2843 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
75 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
145 | Natural pozzolan (ASTM Class N) |

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 |

Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Poko
Reservoir capacity: 54 m3x106
Construction Dates
Start of Project: 12/04
Start of RCC: 12/04
End of RCC: -/08
End of Project: -/09
Specifications
Height: 74 metres
Length: 834 metres
Volume of RCC: 753 m3x103
Total volume: 1300 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
160 | Natural pozzolan (ASTM Class N) |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Chapecozinho
Reservoir capacity: 19 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: -/08
Specifications
Height: 27 metres
Length: -
Volume of RCC: 24 m3x103
Total volume: 42 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Grande
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: -/08
Specifications
Height: 31 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Changxi
Reservoir capacity: 1465 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/08
End of Project: -/09
Specifications
Height: 117 metres
Length: 326 metres
Volume of RCC: 608 m3x103
Total volume: 1330 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.70 | RCC against formwork (GEVR/GE-RCC) |
Spillway
Slope | Type |
---|---|
0.70 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
64 |
81 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
96 | Low-lime flyash (ASTM Class F) |
121 |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Gui
Reservoir capacity: 26 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: -/08
Specifications
Height: 61 metres
Length: 166 metres
Volume of RCC: -
Total volume: 127 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Beipan
Reservoir capacity: 13 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: -/08
Specifications
Height: 75 metres
Length: 1166 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Getu
Reservoir capacity: 1748 m3x106
Construction Dates
Start of Project: 07/06
Start of RCC: 07/06
End of RCC: -/08
End of Project: -/08
Specifications
Height: 110 metres
Length: 253 metres
Volume of RCC: 280 m3x103
Total volume: 292 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
52 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
96 | Low-lime flyash (ASTM Class F) |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Manhuaçu
Reservoir capacity: -
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/08
End of Project: -/08
Specifications
Height: 23 metres
Length: 90 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Itapemirim
Reservoir capacity: 11 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: 02/09
Specifications
Height: 56 metres
Length: 187 metres
Volume of RCC: 92 m3x103
Total volume: 115 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Tijucas
Reservoir capacity: -
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/08
End of Project: 03/09
Specifications
Height: 45 metres
Length: 178 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Ivaí
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: 04/09
Specifications
Height: 34 metres
Length: 107 metres
Volume of RCC: 58 m3x103
Total volume: 76 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Itabapoana
Reservoir capacity: -
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/08
End of Project: 05/09
Specifications
Height: 15 metres
Length: 110 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Verissimo
Reservoir capacity: 76 m3x106
Construction Dates
Start of Project: 08/07
Start of RCC: 08/07
End of RCC: -/08
End of Project: 05/09
Specifications
Height: 44 metres
Length: 341 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.75 |
Spillway
Slope | Type |
---|---|
0.75 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Huu Trach
Reservoir capacity: 424 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: -/09
Specifications
Height: 55 metres
Length: 571 metres
Volume of RCC: 189 m3x103
Total volume: 423 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
105 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Hanjiang
Reservoir capacity: 176 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: -/09
Specifications
Height: 72 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Furong
Reservoir capacity: 98 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: -/09
Specifications
Height: 82 metres
Length: 166 metres
Volume of RCC: -
Total volume: 154 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Long
Reservoir capacity: 233 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: -/09
Specifications
Height: 91 metres
Length: 280 metres
Volume of RCC: -
Total volume: 486 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Takasi
Reservoir capacity: 121 m3x106
Construction Dates
Start of Project: 04/06
Start of RCC: 04/06
End of RCC: -/08
End of Project: -/09
Specifications
Height: 50 metres
Length: 496 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Irani
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: 01/10
Specifications
Height: 32 metres
Length: 223 metres
Volume of RCC: -
Total volume: 59 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.85 |
Spillway
Slope | Type |
---|---|
0.85 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Ivaí
Reservoir capacity: 4 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/08
End of Project: 04/09
Specifications
Height: 23 metres
Length: 220 metres
Volume of RCC: 29 m3x103
Total volume: 35 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
68 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
17 | Natural pozzolan (ASTM Class N) |

Details
Country: Mexico
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: La Lobor o Las Truchas
Reservoir capacity: -
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/08
End of Project: -/09
Specifications
Height: 35 metres
Length: 230 metres
Volume of RCC: 24 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Yunlong
Reservoir capacity: 44 m3x106
Construction Dates
Start of Project: 03/06
Start of RCC: 03/06
End of RCC: 04/09
End of Project: -/11
Specifications
Height: 139 metres
Length: 119 metres
Volume of RCC: 182 m3x103
Total volume: 207 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
curve | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
curve | RCC against formwork (GEVR/GE-RCC) |
Spillway
Slope | Type |
---|---|
RCC against formwork (GEVR/GE-RCC) |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Peru
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Canete
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: 01/07
Start of RCC: 01/07
End of RCC: 04/09
End of Project: 10/09
Specifications
Height: 34 metres
Length: 60 metres
Volume of RCC: 75 m3x103
Total volume: 75 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.375 | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
65 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
90 | Natural pozzolan (ASTM Class N) |

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) |

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Wuni
Reservoir capacity: 35 m3x106
Construction Dates
Start of Project: 06/07
Start of RCC: 06/07
End of RCC: 06/09
End of Project: -/12
Specifications
Height: 119 metres
Length: 152 metres
Volume of RCC: 200 m3x103
Total volume: 205 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Belize
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Marcal
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: 02/07
Start of RCC: 02/07
End of RCC: 10/09
End of Project: 12/11
Specifications
Height: 70 metres
Length: 225 metres
Volume of RCC: 200 m3x103
Total volume: 220 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.20 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 3000 |
Cementitious material
Cement (kg/m3) |
---|
94 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
31 | Low-lime flyash (ASTM Class F) |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: -
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/09
End of Project: -/09
Specifications
Height: 42 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

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