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) | |||||||
| Bukhtarma | Kazakhstan | Ministry of Energy | F H | Irtysh | 31 | 05/55 | 09/57 | 10/61 | 12/63 | 90 | 450 | 587 | 988 | V | (10) | 0.80 | (3) | 0.80 | (3) | 300 | 1200 | 135 | 80 | (F) |
| Liangsanping [A] | China | Sixian Water Resources Bureau | H | Leishui | 4 | - /79 | - /80 | - /81 | - /82 | 35 | 33 | 3 | 3 | |||||||||||
| Kengkou | China | Kengkou Reservoir Management Office | H W | Youxi | 27 | 11/84 | 11/85 | 04/86 | 11/86 | 57 | 123 | 43 | 62 | V | (9) | 0.75 | (10) | 0.75 | (13) | 250 & 500 | 250 & 500 | 60 60 | 120 80 | (F) |
| Tamagawa | Japan | Ministry of Construction | F H I W | Tama | 254 | 08/80 | 09/83 | 07/86 | 12/90 | 100 | 441 | 772 | 1150 | V 0.60 | (1) (1) | 0.81 | (1) | 0.81 | (1) | 150 - 200 | 750 1000 | 91 | 39 | (F) |
| Mano | Japan | Fukushima Prefecture | F H W | Mano | 36 | 12/83 | 04/85 | 01/88 | 03/90 | 69 | 239 | 104 | 219 | V | (1) | 0.80 | (1) | 0.80 | (1) | 180 | 500 | 96 | 24 | (F) |
| Santa Eugenia | Spain | Sociedad Española de Carburos Metálicos S.A. | H | Xallas | 17 | 01/87 | 06/87 | 06/88 | 10/88 | 84 | 290 | 225 | 254 | 0.05 | (3) | 0.75 0.35 | (3)* (3)* | 0.75 | (1) | 250 | 250 | 88 72 | 152 145 | (F) |
| Asahi Ogawa | Japan | Toyama Prefecture | F H | Ogawa | 5 | 03/83 | 05/86 | 06/88 | 06/90 | 84 | 260 | 268 | 361 | V 0.90 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 180 | 500 | 96 | 24 | (F) |
| Stagecoach | USA | Upper Yampa Water Conservancy District, Steamboat Springs, Colorado | H I R W | Yampa | 42 | 08/87 | 06/88 | 07/88 | 11/88 | 46 | 116 | 34 | 39 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 71 | 71 | (F) |
| Vadeni | Romania | Romanian Electricity Authority (RENAL) - Tirgu Jiu Branch | H | Jiu | 5 | 03/86 | 05/88 | 10/88 | 10/92 | 25 | 55 | 14 | 17 | (12) | (12) | ogee | (12) | 300 | 900 | 125 | 0 | (-) | ||
| Gantangping | China | Hydropower Bureau, Lanshan County | H | Yonghe | 9 | - /84 | - /86 | - /88 | - /90 | 52 | 180 | 220 | (F) | |||||||||||
| Urugua-i | Argentina | Electriciad Misiones S.A. | H | Urugua-i | 1175 | 10/85 | 04/88 | 04/89 | - /89 | 77 | 687 | 590 | 626 | V | (6) | 0.80 | (17) | 0.80 | (1) | 400 | 400 | 60 | 0 | (-) |
| Tirgu Jiu | Romania | Romanian Electricity Authority (RENAL) - Tirgu Jiu Branch | H | Jiu | 2 | 08/86 | 06/88 | 05/89 | 12/93 | 24 | 61 | 13 | 26 | (12) | (12) | ogee | (12) | 300 | 900 | 125 | 0 | (-) | ||
| Rongdi | China | Department of Water Resources & Hydropower, Guangxi Zhuang Autonomous Region | F H I | Dulanghe | 19 | 04/88 | 11/88 | 07/89 | 06/91 | 53 | 136 | 61 | 108 | V | (7) | 0.75 | (10) | 0.65 | (1) | 300 | 300 | 90 69 | 140 111 | (F) |
| Longmentan Nº1 | China | Dehua County, Fujian Province | H I W | Chanxi | 53 | 12/85 | 12/87 | 08/89 | 09/89 | 58 | 150 | 71 | 93 | V 0.30 | (12) (12) | 0.75 | (10) | 0.75 | (13) | 300 | 300 | 72 54 | 82 86 | (F) |
| Tongjiezi (with Niurixigou saddle dam) | China | Guodian Dadu River Basin Hydropower Development Co. | F H I N | Dadu | 200 | 01/85 | 10/88 | 12/89 | 10/94 | 88 | 1029 | 407 | 855 | V | (1) | 0.75 | (10) | 0.75 | (1) | 300 - 500 | 300 - 500 | 79 82 | 79 83 | (F) |
| Tashkumyr | Kyrgyzstan | Ministry of Power Industry | H I | Naryn | 140 | - /82 | 03/87 | 12/89 | 12/90 | 75 | 320 | 100 | 1300 | V | (1) | 0.78 | (1) | 0.78 | (1) | 400 | 400 | 90 | 30 | (N) |
| Shangban | China | H | Wenchuanxi | 10 | - /87 | - /88 | - /89 | - /89 | 47 | 122 | 74 | |||||||||||||
| Pirika | Japan | Hokkaido Development Bureau | F H I | Shirobeshit-oshibetsu | 18 | 10/82 | - /88 | - /89 | 10/91 | 40 | 755 | 163 | 360 | V 0.80 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 | 84 | 36 | (F) |
| Tianshenqiao Nº2 | China | China Southern Power Grid | F H | Nanpan | 116 | 01/84 | 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 | Electricité de France | H I R | Riou | 1 | 01/90 | 06/90 | 07/90 | 03/91 | 26 | 308 | 41 | 46 | V | (2) | 0.60 | (14)* | 0.60 | (14)* | 300 | 300 | 120 | (R) | |
| Nickajack Auxillary Spillway | USA | Tennessee Valley Authority | H | Tennessee | 311 | 08/89 | 07/90 | 02/91 | 04/92 | 17 | 427 | 79 | 79 | 0.25 | (3)* | 0.60 | (3)* | 0.60 | (3)* | 300 | 600 | 85 | 119 | (F) |
| Sakaigawa | Japan | Toyama Prefecture | F H I W | Sakai | 60 | 03/85 | - /87 | 07/91 | 01/93 | 115 | 298 | 373 | 713 | V 0.80 | (1) (1) | 0.78 | (1) | 0.78 | (1) | 180 | 750 | 84 | 36 | (F) |
| Victoria replacement | USA | Upper Peninsula Power Co., Michigan | H | West Branch | 13 | 04/91 | 08/91 | 10/91 | 06/92 | 37 | 100 | 36 | 40 | V | (12) | 0.80 | (3)* | 0.80 | (3)* | 300 | 300 | 67 | 67 | (C) |
| Sabigawa (lower dam) | Japan | Tokyo Electric Power Company | H | Kosabi | 11 | 10/86 | 03/90 | 12/91 | 11/92 | 104 | 273 | 400 | 590 | 0.10 | (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 | 91 | 39 | (F) |
| Machado | Brazil | COMPESA (Companhia Pernambucana de Saneamento) | H W | Riacho do Chorão | 15 | - /89 | - /90 | - /91 | - /92 | 42 | 360 | |||||||||||||
| Yantan | China | Datang Yantan Hydropower Co. Ltd. | F H N | Hongshui | 3350 | 03/85 | 02/89 | 03/92 | 12/95 | 110 | 525 | 626 | 905 | V | (1) | V 0.80 | (1) (1)* | ogee | (1) | 300 | 300 | 55 | 104 | (F) |
| Capanda | Angola | Ministry of Energy and Oil of P. R. Angola | H | Kwanza | 4795 | 02/87 | 10/89 | 05/92 | 12/07 | 110 | 1203 | 757 | 1154 | V | (6) | 0.70 | (14) (10) | 0.70 | (13) | 400 | 400 | 70 | 100 | (M) |
| Shuikou | China | Shuikou Hydropower Plant | F H N | Min | 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 | China Guodian Corporation | F H I N | Gan | 2216 | 11/84 | 12/90 | 12/92 | 06/94 | 68 | 1104 | 156 | 1480 | V | (1) | 0.80 | (1) | ogee | (1) | 300 | 300 | 65 | 105 | (F) |
| Guangzhou PSS- Lower dam | China | China Southern Power Grid | H | Liuxihe | 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) |
| Guxian (GuhXiahn) | China | Yellow River Conservancy Commission | F H I | Luo | 1175 | - /78 | - /89 | - /92 | - /93 | 125 | 315 | |||||||||||||
| Petit Saut | French Guyana | Electricité de France | H | Sinnamary | 3500 | 07/89 | 07/92 | 02/93 | 05/94 | 48 | 740 | 250 | 410 | V | (11) | V 0.80 | (7) (16) | 0.80 | (13) | 300 | 300 | 120 | (R) | |
| Jinjiang | China | Jinjiang Electric Co. | F H | Jinjianghe | 189 | 07/90 | 10/91 | 03/93 | 07/93 | 68 | 229 | 182 | 267 | V | (1) | 0.75 | (1) | 0.65 | (1) (1) | 300 | 3000 | 70 | 80 | (F) |
| Puding [A] | China | Guizhou Qianyuan Power Co. Ltd. | H I W | Sanchahe | 377 | 03/89 | 06/92 | 05/93 | 02/94 | 75 | 196 | 103 | 137 | V | (1) | 0.35 | (1) | ogee 0.35 | (1) (1) | 300 | 300 | 85 54 | 103 99 | (F) |
| Tsugawa | Japan | Okayama Prefecture | F H W | Kamo | 6 | 10/89 | 10/91 | 07/93 | 03/94 | 76 | 228 | 222 | 342 | V 0.60 | (1) (1) | 0.76 | (1) | 0.76 | (1) | 250 | 750 | 96 | 24 | (F) |
| Cenza | Spain | Iberdrola, S.A. | H | Cenza | 43 | 01/92 | 03/93 | 08/93 | 12/93 | 49 | 609 | 200 | 225 | V | (3) | 0.122 0.75 | (3)* (3)* | 0.75 | (3)* | 300 | 300 | 70 | 130 | (F) |
| Shuidong | China | Fujian Shuikou Power Generation Group | H N | Youxi | 108 | 04/91 | 11/92 | 10/93 | 12/95 | 63 | 197 | 126 | 184 | V | (7) | 0.75 | (10) | 0.75 | (1) | 300 | 300 | 50 | 90 | (F) |
| Daguangba | China | Hainan Provincial Electric Power Company (HEPCO) | H I W | Changhua | 1710 | 06/90 | 12/91 | 12/93 | 07/95 | 57 | 719 | 485 | 860 | V | (1) | 0.75 | (10) (3) | 0.75 | (1) | 300 | 300 | 55 | 96 | (F) |
| Suoshai | China | Guizhou Hongfeng Hydropower Plant | H | Sancha | 420 | - /89 | - /90 | - /93 | - /94 | 75 | 196 | 88 | ||||||||||||
| Pak Mun | Thailand | Electricity Generating Authority of Thailand (EGAT) | H | Mun | 04/91 | 12/93 | 03/94 | 06/94 | 26 | 323 | 48 | 50 | V V | (13) (15) | V 0.80 | (13) (15) | separate | 300 | 300 | 58 | 124 | (F) | ||
| Shanzi | China | Lianjiang Water Conservancy Bureau | F H I W | Aojiang | 172 | 08/92 | 11/93 | 05/94 | 06/95 | 66 | 274 | 180 | 272 | V | (5) | 0.80 | (10) | 0.77 | (13) | 300 | 300 | 65 55 | 125 95 | (F) |
| Wenquanbao [A] | China | Wenquanbao Reservoir Management Office | F H I W | Tanghe | 7 | 10/91 | 10/92 | 06/94 | - /95 | 48 | 188 | 55 | 63 | V | (4) | 0.30 | (3) | ogee | (13) | 300 | 300 | 110 69 | 68 85 | (F) |
| San Rafael | Mexico | CFE (Comisión Federal de Electricidad) | F H | Santiago | 26 | 11/93 | 05/94 | 07/94 | 07/94 | 48 | 176 | 81 | 110 | V | (5) | 0.66 0.80 | (3)* | separate | 300 | 300 | 90 | 130 | (N) | |
| Lac Robertson | Canada | Hydro-Québec | 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) | |
| Catou | China | Dongyuan County | H | Yinjiang | 1 | - /92 | - /93 | - /94 | - /94 | 35 | 115 | 223 | 0.90 | 0.90 | 0.90 | |||||||||
| Maojiang [A] | China | Lanshan County Hydropower Bureau | H I | Xiang | 2 | - /92 | - /93 | - /94 | - /95 | 45 | 150 | 45 | (F) | |||||||||||
| Sishanping [A] | China | Huangcen Reservoir Management Office | F H I | Leishui | 3 | - /92 | - /93 | - /94 | - /95 | 56 | 147 | 18 | (F) | |||||||||||
| Miyagase | Japan | Ministry of Construction | F H W | Nakatsu | 193 | 11/87 | 11/91 | 02/95 | 03/01 | 156 | 400 | 1537 | 2060 | 0.20 0.60 | (1) (1) | 0.625 | (1) | 0.625 | (1) | 150 - 200 | 750 | 91 | 39 | (F) |
| Chiya | Japan | Okayama Prefecture | F H W | Takahashi | 28 | 03/89 | 09/92 | 04/95 | 03/98 | 98 | 259 | 396 | 670 | V | (1) | 0.77 | (1) | 0.77 | (1) | 250 | 750 | 91 | 39 | (F) |
| Ohmatsugawa | Japan | Akita Prefecture | F H W | Matsu | 12 | 07/90 | 10/92 | 06/95 | 09/96 | 65 | 296 | 141 | 294 | V 0.70 | (1) (1) | 0.76 | (1) | 0.76 | (1) | 250 | 750 | 91 | 39 | (F) |
| Xibingxi [A-G] | China | Department of Electric Power, Lonyan City, Fujian Province | H W | Longshanxi | 9 | 08/93 | 12/94 | 07/95 | 10/95 | 64 | 93 | 25 | 33 | V 0.08 | (4) (4) | 0.65 | (3) | ogee 0.65 | (13) | 300 - 350 | 300 - 350 | 80 79 | 120 105 | (F) |
| Guanyinge (Kwan-in-Temple) | China | Guanyinge Reservoir Management Bureau | F H I W | Taizi | 2168 | 05/90 | 09/91 | 09/95 | 10/95 | 82 | 1040 | 1240 | 1876 | V 0.10 | (1) (1) | 0.70 | (1) | 0.70 | (1) | 270 - 280 | 750 | 91 | 39 | (F) |
| Satsunaigawa | Japan | Hokkaido Development Bureau | F H I W | Satsunai | 54 | 02/87 | 04/91 | 10/95 | 03/99 | 114 | 300 | 536 | 770 | 0.40 | (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 | 78 | 42 | (S) |
| Urayama | Japan | Water Resources Development Public Corporation | F H W | Urayama | 58 | 03/90 | 12/92 | 12/95 | 03/99 | 156 | 372 | 1294 | 1750 | V 0.65 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 1000 | 91 | 39 | (F) |
| Shibanshui | China | Fengdu Water Resources Bureau | F H R | Longxihe | 105 | 12/92 | 04/94 | - /95 | - /96 | 84 | 445 | 335 | 564 | V | (3') | 0.65 | (1) | 0.65 | (13) | 300 | 1000 | 126 60 | 84 90 | (F) |
| Juba I | Brazil | Itamarati Norte S.A. (part of Brennand Energia) | H | Juba | - /93 | - /94 | - /95 | - /96 | 21 | 238 | 96 | 113 | 60 | 15 | (N) | |||||||||
| Juba II | Brazil | Itamarati Norte S.A. (part of Brennand Energia) | H | Juba | - /93 | - /94 | - /95 | - /96 | 21 | 238 | 105 | 113 | 60 | 15 | (N) | |||||||||
| Jordão | Brazil | COPEL (Companhia Paranense de Energia) | H | Jordão | 110 | 05/94 | 01/95 | 02/96 | 09/96 | 95 | 550 | 570 | 647 | V | (1) | 0.74 | (3)* | 0.74 | (12) | 400 | 400 | 60 | 15 | (N) |
| Pangue | Chile | Empresa Electrica Pangue SA | H | Bio-Bio | 175 | 01/92 | 01/95 | 02/96 | 12/96 | 113 | 410 | 670 | 740 | V | (1) | 0.80 | (3)* | 0.80 | (12) | 300 | 300 | 80 | 100 | (N) |
| Derivação do Rio Jordão | Brazil | Copel Geração e Transmissão S.A. | H | Jordão | 110 | 05/94 | 01/95 | 03/96 | 12/97 | 73 | 560 | 576 | 665 | |||||||||||
| Bailongtan | China | Guangxi-Guiguang Electric Power Development Co. Ltd. | 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 | Water Resources Development Public Corporation | F H W | Katsura | 66 | - /83 | 10/94 | 07/96 | 03/98 | 70 | 438 | 440 | 670 | V 0.80 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 1000 | 84 77 | 36 33 | (F) |
| Grand Falls spillway | Canada | Abitibi-Price Inc. | H | Exploits | 08/96 | 09/96 | 09/96 | 12/96 | 15 | 180 | 7 | 11 | V | (1) | 0.67 | (1)* | 0.67 | (1)* | 200 | 200 | 130 | 75 | (F) | |
| Mantaicheng | China | Wangqing County Water Conservancy Bureau | H I | Gayahe | 10 | 08/92 | 01/93 | 12/96 | 08/97 | 37 | 337 | 78 | 100 | V | (1) | 0.75 | (10) | ogee 0.70 | (1) (1) | 300 | 1000 | 60 | 120 | (F) |
| Dahekou | China | Chongqing Wujiang Power Company | F H | Apengjiang | 115 | - /93 | - /94 | - /96 | - /97 | 85 | 149 | 33 | ||||||||||||
| Guilman-Amorin | Brazil | Arcelor Mittal Brasil S.A. | H | Piracicaba | 12 | - /93 | - /95 | - /96 | 10/97 | 41 | 143 | 85 | 102 | 300 | 300 | 80 | 20 | (N) | ||||||
| Platanovryssi | Greece | Public Power Corporation (PPC) | H I | Nestos | 84 | 01/89 | 10/95 | 03/97 | 06/99 | 95 | 305 | 420 | 440 | 0.10 | (14) | 0.75 | (14)* | 0.75 | (13) | 300 | 300 | 50 | 225 | (C) |
| Wanyao | China | Wanyao Reservoir Management Bureau | F H I W | Dahexi | 223 | 10/93 | 01/95 | 05/97 | 07/97 | 83 | 390 | 320 | 458 | V 0.20 | (1) (1) | 0.70 | (5) | 0.75 | (13) | 300 | 300 | 64 | 96 | (F) |
| Takisato | Japan | Hokkaido Development Bureau | F H I W | Sorachi | 108 | 10/90 | - /93 | 07/97 | 06/00 | 50 | 445 | 327 | 455 | 0.06 | (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 | 84 | 36 | (F) |
| Kazunogawa | Japan | Tokyo Electric Power Company | H | Tuchimuro | 12 | 11/92 | 08/95 | 07/97 | 11/99 | 105 | 264 | 428 | 622 | V 0.10 | (1) (1) | 0.82 | (1) | 0.82 | (1) | 170 | 1000 | 91 84 | 39 36 | (F) |
| Shuangxi | China | Department of Electricity, Dapu County, Guangdong Province | F H I W | Meixihe | 95 | 01/95 | 03/96 | 10/97 | 12/97 | 60 | 221 | 113 | 172 | V | (9) | 0.80 | (1) | 0.78 | (1) | 300 | 300 | 90 55 | 110 105 | (F) |
| Taolinkou | China | Department of Water Resources, Hebei Province | F H I R W | Qinglonghe | 859 | 11/92 | 12/94 | 12/97 | - /98 | 75 | 500 | 585 | 1350 | V 0.15 | (1) | 0.78 | (1) | ogee 0.65 | (1) (1) | 300 | 300 | 135 70 | 70 85 | (F) |
| do Peixe | Brazil | CPEE (Companhia Paulista de Energia Elétrica) | H | do Peixe | 2 | 02/96 | 12/96 | 12/97 | - /98 | 32 | 300 | 20 | 34 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 120 90 | 0 0 | (-) |
| Fengxiangxia [A] | China | Fengdu Hydropower Bureau | H | Huilonghe | 8 | - /93 | - /95 | - /97 | - /98 | 90 | 158 | 770 | 0.10 | 0.76 | 0.76 | |||||||||
| Contraembalse de Moncion [H-F] | Dominican Republic | INDRHI (Instiuto Nacional de Recursos Hidráulicos de la República Dominicana) | F H I | Mao | 8 | 07/95 | 02/96 | 03/98 | 06/98 | 28 | 254 | 130 | 155 | 0.70 | (1) | 0.67 | (1)* | 0.80 | (1)* | 300 | 300 | 80 | 0 | (-) |
| Hayachine | Japan | Iwate Prefecture | F H I W | Hienuki | 17 | 03/93 | 10/95 | 06/98 | 03/00 | 74 | 333 | 141 | 333 | V 0.20 | (1) (1) | 0.76 | (1) | 0.76 | (1) | 250 | 750 | 84 | 36 | (F) |
| Gov. José Richa (formerly Salto Caxias) | Brazil | COPEL (Companhia Paranense de Energia) Geração E Transmissão S.A. | H | Iguaçu | 3573 | 02/95 | 01/96 | 07/98 | 12/98 | 67 | 1083 | 912 | 1438 | V | (13) | 0.75 | (1)* | 0.75 | (12) | 300 | 300 | 80 | 20 | (F) |
| Gassan | Japan | Ministry of Construction | F H I W | Bonji | 65 | 08/88 | 06/94 | 10/98 | 03/01 | 123 | 393 | 731 | 1160 | V | (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 1000 | 91 | 39 | (F) |
| Yongxi Nº3 | China | Yongxi Hydroelectric Co. Ltd. | F H W | Dazhangxi | 68 | 05/96 | 10/97 | 10/98 | 09/99 | 87 | 198 | 170 | 255 | V | (3') | 0.73 | (10) | ogee 0.73 | (1) (1) | 280 | 3000 | 115 80 | 95 90 | (F) |
| Huatan | China | Ya’an Electricity Company | H | Yinghe | 8 | 01/96 | 06/96 | 12/98 | 05/99 | 85 | 173 | 240 | 290 | 0.20 | (1) | 0.80 | (1) | 0.80 | (1) | 300 - 400 | 300 - 400 | 78 74 | 95 90 | (F) |
| Changshun | China | Department of Water Resources, Hubei Province | H W | Yujiang | 68 | - /91 | 03/97 | 12/98 | 06/00 | 69 | 279 | 170 | 200 | V | (3') | 0.74 | (3) | 0.80 | (1) | 300 | 5000 | 134 72 | 89 48 | (F) |
| Waijin [A] | China | Fushan Power Station Management Bureau | H I | Nanxi | 7 | - /94 | - /96 | - /98 | - /99 | 47 | 235 | 240 | ||||||||||||
| Kengxiashan [A] | China | Wencheng County Kengxiashan Hydropower Development Co. Ltd. | H | Yuquanxi | 1 | - /96 | - /97 | - /98 | - /98 | 34 | 80 | |||||||||||||
| Fenhe Nº2 | China | Department of Water Resources, Shanxi Province | F H W | Fenhe | 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 | Lishui Hydropower Development Co. Ltd. | F H I N W | Loushui | 1741 | 07/95 | 10/96 | 04/99 | - /01 | 131 | 368 | 1100 | 1310 | V | (3') | 0.80 | (3)* | ogee 0.80 | (13) | 300 | 3000 | 87 64 46 | 107 96 107 | (F) |
| Songyue (1st Stage) | China | Helong Electricity Corporation | F H I R W | Hailanhe | 21 | 09/97 | 01/98 | 04/99 | 09/99 | 29 | 271 | 44 | 77 | V | (1) | 0.73 | (10) | conduit | 300 | 2000 | 80 | 100 | (F) | |
| Balambano | Indonesia | P.T. Vale Indonesia | H | Larona | 33 | 03/95 | 04/98 | 06/99 | 09/99 | 94 | 352 | 528 | 54 | V | (2) | 0.80 | (1)* | 0.80 | (12) | 420 | 420 | 81 | 54 | (F) |
| Yangxishui Nº3 | China | Shaoguang Electricity Corporation Ltd | H | Yangxishui | 2 | 11/97 | 09/98 | 06/99 | 07/00 | 46 | 202 | 100 | 139 | V | (1) | V 0.75 | (1) (1)* | 0.70 | (12) | 300 | 300 | (F) | ||
| Baishi | China | Department of Water Resources, Liaoning Province | 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 | Rosal Energia S.A. | H | Itabapoana | 17 | 04/98 | - /98 | 09/99 | - /00 | 37 | 212 | 45 | 75 | (1) | (3)* | (1)* | 300 | 300 | 45 | 55 | (S) | |||
| Suçati | Turkey | ERE Electricity Co. | H | Güredin Creek | 9 | 01/98 | 02/99 | 10/99 | 10/99 | 36 | 192 | 55 | 60 | V | (7) | 0.80 | (7) | 0.80 | (12) | 300 | 300 | 50 | 100 | (S) |
| Nam Leuk spillway | Laos | EDL Generation Public Co. Ltd | H | Nam Leuk | 185 | - /98 | - /98 | - /99 | - /00 | 15 | 60 | |||||||||||||
| Kubusugawa | Japan | Toyama Prefecture | F H I W | Kubusu | 10 | 03/93 | 04/98 | - /99 | 10/02 | 95 | 253 | 364 | 469 | V 0.40 | (1) (1) | 0.78 | (1) | 0.78 | (1) | 250 | 750 | 84 | 36 | (F) |
| Gaobazhou | China | Qingjiang Hydropower Development Corporation | F H N | Qingjiang | 536 | 05/97 | 11/98 | 04/00 | 01/01 | 57 | 440 | 210 | 940 | V | (9) | 0.75 | (1) | 0.75 | (1) | 300 | 300 | 123 86 | 100 86 | (F) |
| Karkheh (Pie Pol) | Iran | Khuzestan Water & Energy Authority | 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 | EPM (Empresas Públicas de Medellín) | H | Porce | 211 | 11/94 | 12/96 | 09/00 | 03/01 | 123 | 425 | 1305 | 1445 | 0.10 | (14) | 0.35 0.75 | (14)* | 0.75 | (13) | 300 | 300 | 132 120 | 88 80 | (N) |
| Tucuruí - 2nd Phase | Brazil | Eletronorte SA | H | Tocantins | 45800 | 06/98 | 06/99 | 09/00 | 10/05 | 78 | 1541 | 288 | 1383 | (3) | (3)* | separate | 300 | 300 | 70 | 30 | (N) | |||
| Dona Francisca | Brazil | Dona Francisca Energértica SA | H | Jacuí | 335 | 08/98 | 06/99 | 10/00 | 12/00 | 63 | 670 | 485 | 503 | V | (1) | 0.75 | (3)* | 0.75 | (1)* | 300 | 300 | 72 | 18 | (N) |
| Dagangou | China | Ge'ermu Hydroelectric Responsibility Corporation Ltd. | H | Geermu | 9780 | - /96 | - /98 | - /00 | - /01 | 40 | ||||||||||||||
| Shankou Nº3 [A] | China | Shixing County Power Development Corporation | F H | Du’anshui (Chengjiang) | 48 | 09/99 | 02/00 | 01/01 | 03/01 | 57 | 179 | 90 | 119 | V | (3') | 0.75 | (3') | 0.80 | (1) | 330 | 3000 | 105 63 | 86 80 | (F) |
| Longshou Nº1 [A-G] | China | Department of Electricity, Gansu Province | H | Heihe | 13 | 04/99 | 03/00 | 06/01 | 09/01 | 80 | 258 | 187 | 210 | V 0.20 | (1) (1) | 0.75 | (1) | 0.75 | (1) | 300 | 3000 | 96 58 | 109 113 | (F) |
| Shimenzi [A] | China | Shimenzi Reservoir Engineering Management Office | H I W | Taxi | 80 | 06/98 | 06/99 | 06/01 | 10/01 | 110 | 176 | 188 | 211 | 0.142 V | (3') (3') | V 0.18 | (3) (3) | crest | (12) | 300 | 3000 | 93 62 | 110 110 | (F) |
| Chubetsu | Japan | Ministry of Land, Infrastructure and Transport | F H I W | Chubetu | 93 | 03/94 | 09/97 | 08/01 | 03/04 | 86 | 290 | 523 | 1007 | V 0.80 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 1000 | 84 | 36 | (F) |
| Dachaoshan | China | Department of Electricity, Yunnan Province | F H | Lancang (Mekong) | 89 | 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 | Companhia Energética Mercosul (of the Tractebel Group) | 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 | Mianhuatan Hydroelectric Development Corporation | F H N W | Ting | 2035 | 04/98 | 12/98 | 11/01 | 04/02 | 111 | 302 | 500 | 615 | V | (9) | 0.75 | (3)* | 0.70 | (13) | 300 | 3000 | 82 59 48 | 100 88 88 | (F) |
| Lajeado (Luis Eduardo Magalhães) | Brazil | Investco (Tractebel) | H | Tocantins | 4982 | 07/98 | 06/01 | 12/01 | 12/02 | 43 | 2100 | 188 | 210 | 300 | 300 | 30 | 40 | (S) | ||||||
| Yanwangbizi | China | Chaoyang Water Conservancy Bureau | F H I W | Daling | 217 | - /96 | - /97 | - /01 | - /02 | 35 | 383 | 87 | 220 | 64 | 118 | (F) | ||||||||
| Ueno | Japan | Tokyo Electric Power Company | H | Jinryu | 19 | 03/97 | - /98 | - /01 | 06/05 | 120 | 350 | 269 | 720 | V 0.30 | (1) (1) | 0.84 | (1) | 0.84 | (1) | 200 | 1000 | 77 70 | 33 30 | (F) |
| Funil | Brazil | Aliança Geração de Energia SA | H | Rio Grande | 285 | - /97 | - /99 | - /01 | 12/02 | 50 | ||||||||||||||
| Xiaoxihe | China | Department of Electricity, Feng Shun County | H I | Xiaoxihe | 5 | - /99 | - /00 | - /01 | - /02 | 62 | 103 | 47 | 66 | (F) | ||||||||||
| Shuangkengkou [A] | China | H | Xiaoxihe | 12 | - /99 | - /00 | - /01 | - /02 | 68 | |||||||||||||||
| Peñas Blancas | Costa Rica | ICE (Instituto Costarricense de Electricidad) | H | Peñas Blancas | 2 | 04/00 | 07/01 | 01/02 | 07/02 | 48 | 211 | 120 | 170 | V | (1) | 0.80 | (1)* | 0.80 | (12) | 300 | 300 | 90 | 35 | (N) |
| Helong | China | Electricity Corporation, Yanji | H R W | Hailanhe | 30 | 11/98 | 08/99 | 01/02 | 12/02 | 30 | 244 | 43 | 89 | V | (1) | 0.75 | (10) | ogee | (10)* | 300 | 2000 | 113 | 113 | (F) |
| Shapai [A] | China | Sichuan Minjiang Hydropower Co. Ltd. | H | Caopohe | 18 | 06/97 | 03/00 | 05/02 | 04/03 | 132 | 230 | 380 | 392 | V 0.10 | (3') | 0.21 | (3) | crest 0.21 | (1) | 300 | 300 | 108 89 | 72 89 | (F) |
| Miel I | Colombia | Isagen S.A. E.S.P. - Hidromiel S.A. E.S.P. | H | La Miel | 565 | 12/97 | 04/00 | 07/02 | 10/02 | 188 | 345 | 1669 | 1730 | V | (4') | 0.75 1.00 | (3')* | 0.75 1.00 | (12) | 300 | 300 | 85 to 160 | 0 | (-) |
| Yangxishui Nº1 | China | Corporation of Energy Development, Ruyuan County, Guangdong Province | H I | Yangxi | 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) | ||
| Nankengyuan [A] | China | Jiangning Nankengyuan Hydropower Development Co. Ltd. | H | Xiaoxihe | 1 | - /98 | - /00 | - /02 | - /03 | 34 | 114 | |||||||||||||
| São Bento | Brazil | CASAN (Companhia Catarinense de Águas e Saneamento) | H | São Bento | 58 | - /99 | - /00 | - /02 | - /03 | 49 | 461 | V | 0.80 | 0.80 | ||||||||||
| Hengxi | China | H | Yangxi | 100 | - /99 | - /00 | - /02 | - /03 | 82 | |||||||||||||||
| Passo do Meio | Brazil | Energética Campos de Cima da Serra Ltda | H | das Antas | 27 | - /00 | - /01 | - /02 | 10/03 | 31 | 110 | |||||||||||||
| Ormeo Junqueira Botelho (formerly Cachoeira da Encoberta) | Brazil | Rio Glória Energética S.A. | H | Glória | 3 | - /99 | - /01 | - /02 | 12/03 | 49 | 218 | |||||||||||||
| Pedrinho 1 | Brazil | Energetica Rio Pedrinho Ltda.. | H | Pedrinho | 1 | - /99 | - /01 | - /02 | - /03 | 16 | 110 | |||||||||||||
| Itiquira I | Brazil | Itiquira Energética SA | H | Itiquira | - /00 | - /01 | - /02 | - /03 | 15 | 22 | ||||||||||||||
| Furquim [H-F] | Brazil | H | - /00 | - /01 | - /02 | - /03 | 18 | |||||||||||||||||
| Guaporé | Brazil | Tangará Energia S/A | H | Guaporé | 18 | - /00 | - /01 | - /02 | - /03 | 32 | 152 | 43 | ||||||||||||
| Jauru | Brazil | Queiroz Galvão Energética SA (90%) and Cinco Estrelas Agropecuária e Participações Ltda (10%) | H | Jauru | 20 | - /00 | - /01 | - /02 | - /03 | 51 | ||||||||||||||
| Junxi II [A] | China | Longquan City Bureau of Hydropower | H | Junxi | 5 | - /00 | - /01 | - /02 | - /03 | 69 | 192 | |||||||||||||
| Wanmipo | China | Hunan Wuling Hydroelectric Development Corporation | H N | Youshui | 378 | 08/01 | 11/02 | 05/03 | 05/04 | 65 | 238 | 141 | 376 | V | (3') | 0.75 | (12) | ogee | (12) | 300 | 3000 | 86 68 | 103 83 | (F) |
| Linhekou [A] | China | Shaanxi Lan River Hydropower Development Corporation | H I | Lanhe | 147 | - /99 | 12/01 | 06/03 | - /04 | 100 | 311 | 229 | 293 | curve | (3') | curve | (3') | ogee | (1) | 300 | 3000 | 74 66 | 111 111 | (F) |
| Ralco | Chile | ENDESA, Spain | H | Bio-Bio | 1200 | 08/99 | 01/02 | 09/03 | 04/04 | 155 | 360 | 1596 | 1640 | V | (3') | 0.80 | (3')* | 0.80 | (12) | 300 | 300 | 133 95 116 | 57 50 41 | (N) |
| Tizidong | China | Chongging Electricity Ltd. | H | Apeng | 25 | 08/01 | 10/02 | 10/03 | 11/03 | 56 | 193 | 72 | 161 | (12) | (12) | (12) | (F) | |||||||
| Huilong PSS - Upper dam | China | Henan Electric Power Corporation | H | Huilonggou | 1 | 06/01 | 11/02 | 11/03 | - /05 | 54 | 208 | 73 | 76 | V | (3') | 0.75 | (3') | none | 300 | 300 | (F) | |||
| Bureyskaya | Russia | RusHydro | F H | Bureya | 21000 | 01/76 | 01/85 | - /03 | - /09 | 139 | 810 | 709 | 3538 | V | (1) | 0.70 | (1) | 0.70 | (1) | 300 - 500 | 300 - 500 | 95 to 110 | 25 to 30 | (N) |
| Maobaguan [A] | China | Shaanxi Hanjiang Hydropower Development Co. Ltd. | H | Renhe | 2 | - /00 | - /02 | - /03 | - /04 | 66 | 120 | 81 | 106 | |||||||||||
| Wangkeng | China | Wang Keng Power Station Co. Ltd. | H | Tangkouxi | 15 | - /01 | - /02 | - /03 | - /04 | 56 | 159 | 38 | 40 | (F) | ||||||||||
| Liubo [A] | China | Anhui Hydropower Development Co. Ltd., | F H | Xipihe | 51 | - /02 | - /03 | - /03 | - /04 | 70 | 258 | 130 | 168 | (F) | ||||||||||
| Ghatghar PPS - Upper dam | India | GoMWRD (Government of Maharashtra Water Resources Department) | H | Pravara | 6 | 12/01 | 05/03 | 01/04 | 06/04 | 15 | 503 | 35 | 40 | V | (3') | 0.78 | (3')* | 0.78 | (3')* | 300 | 300 | 88 | 132 | (F) |
| Zhouning | China | Mindong Electromechanical Development Corporation | H | Muyangxi | 47 | - /02 | 04/03 | 03/04 | 06/04 | 73 | 206 | 159 | 199 | V | (3') | 0.72 | (3') | 0.70 | (12) | 300 | 300 | 67 50 | 100 92 | (F) |
| Huilong PSS - Lower dam | China | Henan Electric Power Corporation | H | Huilonggou | 2 | 06/01 | - /02 | 06/04 | - /05 | 54 | 175 | 88 | 105 | V | (3') | 0.75 | (3')* | 0.75 | (12) | 300 | 300 | (F) | ||
| Pedrógão | Portugal | EDIA (Empresa de Desenvolvimento e Infra-Estruturas do Alqueva) | F H I | Guadiana | 106 | 08/02 | 02/04 | 08/04 | - /05 | 43 | 448 | 172 | 392 | V | (3') | 0.80 | (3')* | 0.80 | (12)* | 300 | 300 | 55 | 165 | (F) |
| Tongkou | China | Beichuan Bashu Tongkou River Development Corporation | H | Tongkou | 36 | 10/98 | - /02 | - /04 | - /04 | 72 | 198 | 300 | 352 | V | (1) | 1.10 | (1) | ogee | (1) | 300 | 300 | (F) | ||
| Pingban | China | Guangxi-Guiguan Electric Power Co. Ltd. | H | Nanpan | 278 | 12/01 | - /02 | - /04 | 07/05 | 62 | 396 | 150 | 700 | V | (3') | 0.70 | (3') | ogee | (12) | 300 | 300 | (F) | ||
| Monte Claro | Brazil | CERAN (Companhia Energética Rio das Antas) | H | das Antas | 23 | 04/02 | - /03 | - /04 | 12/04 | 25 | 180 | 35 | 66 | 60 | 15 | |||||||||
| Changtan [A] | China | Guangdong Shanneng group Co. | H | Tuwushui | 17 | - /03 | - /03 | - /04 | - /04 | 53 | 124 | 29 | ||||||||||||
| Nam Mang 3 | Laos | EDL (Electricite du Laos) | H | Nam Gnong | 49 | - /02 | - /03 | - /04 | 01/05 | 28 | 151 | |||||||||||||
| Risoleta Neves (formerly Candonga) | Brazil | Alianca Geracao de Energia S.A. | H | Doce | 54 | 05/01 | - /03 | - /04 | 05/05 | 53 | 437 | 236 | 248 | 300 | 300 | 40 | 50 | (S) | ||||||
| Fundão | Brazil | ELEJOR - Centrais Elétricas do Rio Jordão | H | Jordao | 34 | - /01 | - /03 | - /04 | - /05 | 43 | 445 | 200 | 220 | 300 | 300 | 64 | 16 | (N) | ||||||
| Yujiankou | China | Chongqing Yujiankou Hydropower Co. Ltd. | H | Long | 9 | 08/01 | - /03 | - /04 | - /05 | 50 | 156 | 118 | 147 | V | (3') | 0.70 | (3') | 0.85 | (1) | (F) | ||||
| Letan | China | Guangxi-Guiguan Electric Power Co. Ltd., | H I N | Xijiang | 950 | - /02 | - /03 | - /04 | - /05 | 66 | 586 | 50 | 210 | |||||||||||
| Xiakou [A] | China | Hubei Nanzhang Xiakou Electric Co. Ltd. | H | Juhe | 99 | - /02 | - /03 | - /04 | - /05 | 85 | 192 | 131 | ||||||||||||
| Qinglianxi | China | H | Meixi | 20 | - /00 | - /02 | - /04 | - /06 | 96 | 178 | ||||||||||||||
| Santa Clara-PR | Brazil | Elejor Centrais Elétricas do Rio Jordåo S.A. | 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 | South Carolina Electric and Gas | H | Saluda | 1970 | 08/02 | 07/03 | 04/05 | 07/05 | 65 | 2439 | 1004 | 1410 | (5) | (5)* | 300 | 300 | 89 | 89 | (F) | ||||
| Zhaolaihe [A] | China | Changyang Electric Power Bureau | H I W | Duhu | 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 | Hanjiang Hydropower Development Ltd. | F H N | Han | 229 | 11/03 | 02/04 | 05/05 | 06/07 | 63 | 346 | 194 | 631 | (F) | ||||||||||
| Çindere [H-F] | Turkey | DSI - State Hydraulic Works | H I W | Buyuk Menderes | 82 | 04/94 | 07/02 | 05/05 | 11/07 | 107 | 280 | 1500 | 1685 | 0.70 | (6) | 0.70 | (1)* | 0.89 | (12) | 300 | 300 | 50 | 20 | (F) |
| Suofengying | China | Guizhou-Wujiang Hydropower Development Co. Ltd. | F H I N W | Wu | 201 | 10/00 | 06/03 | 08/05 | 03/06 | 116 | 165 | 421 | 739 | V 0.25 | (3') (3') | 0.70 | (3') | 0.70 | (1) | 300 | 3000 | 64 | 95 | (F) |
| Chalillo | Belize | Belize Electric Co. Ltd (BECOL) and A. Fortis Co., Canada | 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 | BAESA (JV of Alcoa, Companhia Paulista de Força e Luz (CPFL), Companhia Brasileira de Alumínio, Camargo Corrêa Cimentos and DME Energética) | H | Pelotas | 50000 | - /01 | - /02 | - /05 | - /06 | 85 | 665 | 1 | ||||||||||||
| Changzhou | China | H | Xun | 56 | - /93 | - /02 | - /05 | - /07 | 56 | |||||||||||||||
| Picada | Brazil | L.D.Q.S.P.E. Geracao de Energia e Participacoes Ltda. | H | do Peixe | 8 | - /02 | - /03 | - /05 | - /06 | 32 | 97 | |||||||||||||
| Xiaqiao [A] | China | Guangxi Longjiang Electric Power Corporation | H | Long | 49 | - /02 | - /03 | - /05 | - /06 | 68 | 167 | 172 | 226 | |||||||||||
| Huizhou PSS - Lower dam | China | China Southern Power Grid | H | Caitouhe | 30 | - /02 | - /03 | - /05 | - /11 | 61 | 420 | 235 | 242 | |||||||||||
| Tangkeng [A] | China | Qingtian Yongwen Hydropower Co. | H | Guxi | 12 | - /03 | - /04 | - /05 | - /05 | 66 | (12) | (12) | (12) | |||||||||||
| Cachoeira Grande | Brazil | EMBASA (Empresa Baiana de Aguas e Saneamento S.A.) | H I | Sapucaia | 5 | - /04 | - /04 | - /05 | - /05 | 16 | 207 | 15 | ||||||||||||
| Peixe Angical | Brazil | Enerpeixa S/A | H | Tocantins | 3 | 04/02 | - /04 | - /05 | 09/06 | 39 | 400 | 500 | 582 | 300 | 300 | 70 | 0 | (-) | ||||||
| São Bernardo | Brazil | CJ Energética S/A | H | Bernardo José | 2 | - /03 | - /04 | - /05 | - /06 | 21 | 120 | |||||||||||||
| Xixi | China | Xixi Reservoir Development Co. Ltd. | F H I W | Daxi | 85 | - /03 | - /04 | - /05 | - /06 | 71 | 243 | 231 | 244 | (F) | ||||||||||
| Baise | China | Guangxi-Youjiang Hydraulic Development Co.Ltd. | F H I N W | You | 5660 | 10/01 | 12/02 | 04/06 | 12/06 | 130 | 720 | 1995 | 2672 | V | (9) | 0.80 | (1) | 0.80 | (1) | 300 | 3000 | 80 50 | 132 110 | (F) |
| Ghatghar PPS - Lower dam | India | GoMWRD (Government of Maharashtra Water Resources Department) | H | Shahi Nallah | 3 | 12/01 | 12/04 | 05/06 | 03/07 | 86 | 447 | 638 | 646 | 0.141 | (3') | 0.782 | (3')* | 0.782 | (3')* | 300 | 300 | 75 | 150 | (F) |
| Nagai | Japan | Ministry of Land, Infrastructure and Transport | F H N W | Okitamano | 51 | 03/00 | 10/02 | 11/06 | 03/11 | 126 | 381 | 703 | 1200 | V 0.50 | (1) (1) | 0.73 | (1) | 0.73 | (1) | 250 | 1000 | 91 | 39 | (F) |
| Dahuashui [A] | China | Wujaing Qingshuihe Hydropower Development Co. Ltd. | F H | Qingshuihe | 276 | 12/03 | 04/05 | 11/06 | - /07 | 135 | 198 | 550 | 670 | curve | (3') | curve | (3') | (1) | 300 | 3000 | 81 94 | 81 94 | (F) | |
| Niuqiao [A] | China | Niu Qiao Reservoir Development Co. Ltd. | H | Qingtonghe | 26 | - /03 | - /05 | 12/06 | - /07 | 62 | 201 | 710 | ||||||||||||
| Pleikrong | Vietnam | EVN (Electrictie de Vietnam) | H | Po Ko | 1048 | 11/05 | 02/05 | 12/06 | - /07 | 65 | 495 | 326 | 450 | V | (1) | 0.80 | (1) | 0.80 | (1) | 300 | 300 | 80 | 210 | (N) |
| Qilitang [A] | China | H | Liuchi | 71 | - /03 | - /04 | - /06 | - /07 | 81 | |||||||||||||||
| Xinjiangshankou | China | H | Kaidu | - /97 | - /04 | - /06 | - /08 | 71 | ||||||||||||||||
| Baisha | China | China Huadian Corporation | F H | Wanan | 199 | - /04 | - /05 | - /06 | - /06 | 75 | 172 | 211 | 239 | |||||||||||
| Esmeralda | Brazil | Esmeralda S.A. | H | Bernardo José | 1 | - /05 | - /05 | - /06 | - /06 | 19 | 212 | 15 | 27 | 64 | 16 | (N) | ||||||||
| Leidatan | China | Leidatan Corporation | H | Yingtaoyuangou | 94 | 03/03 | - /05 | - /06 | 06/07 | 84 | 202 | 240 | 340 | V | (3') | 0.70 | (3') | 0.70 | (1) | |||||
| Santa Laura | Brazil | Santa Laura S/A | H | Chapecozinho | 19 | - /04 | - /05 | - /06 | - /07 | 27 | 245 | 24 | 42 | |||||||||||
| Mosquitão | Brazil | Concessionária Mosquitão S/A | H | 19 | - /04 | - /05 | - /06 | - /07 | 32 | 236 | 57 | 76 | ||||||||||||
| Xiaoxi | China | Hunan Xiangtou Xinshao Youxi Hydropower Development Corporation Ltd. | H | Zishui | 168 | - /04 | - /05 | - /06 | - /07 | 47 | 268 | |||||||||||||
| Zhouba | China | Chengdu Haineng Power Co. Ltd. | F H | Mabianhe | 204 | - /04 | - /05 | - /06 | - /07 | 73 | 163 | 229 | 405 | V | (1) | 0.70 | (1) | 0.78 | (1) | 300 | 300 | 110 66 | 73 66 | (F) |
| Shaba [A] | China | Guizhou Zhongsui Energy Ltd. | H | Hongdu | 99 | - /04 | - /05 | - /06 | - /07 | 87 | 148 | 67 | 90 | |||||||||||
| Wuchuanshaba [A] | China | H | Wujiang | 9940 | - /04 | - /05 | - /06 | - /07 | 87 | |||||||||||||||
| Daxia | China | China Guodian Corporation | H I | Quan | 20 | - /04 | - /05 | - /06 | - /07 | 88 | 160 | 205 | ||||||||||||
| Zaoshi | China | Lishui Basin Hydraulic and Hydroelectric Development Corporation | 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 | Datang International Power Generation Co. Ltd. | H | Lixian (Black) | 174 | 11/04 | - /05 | - /06 | - /07 | 95 | 320 | 480 | 800 | V 0.20 | (3) | 0.80 | (3) | 0.80 | (3) | |||||
| Tukahe | China | Datang International Power Generation Co. Ltd. | H | Lixian | 78 | 04/04 | 12/05 | - /06 | - /07 | 59 | 300 | 255 | 570 | V | (3') | (3') | (3') | 300 | 3000 | 65 93 | 110 113 | (S) | ||
| Longqiao [A] | China | Lichuan City Yujaing Valley Hudropower Ltd. Hubei Province | H R | Yu | 26 | 12/05 | 03/06 | 02/07 | 05/07 | 95 | 156 | 135 | 160 | curve | (3') | curve | (3) | (3) | ||||||
| Pinalito | Dominican Republic | Corporacion de Empresas de Energia Electrica (CDEEE), Unidad Ejecutora Proyecto Pinalito (UEPP) | H | Tireo | 4 | 09/04 | 11/05 | 03/07 | - /08 | 52 | 210 | 73 | 100 | V | (1) | 0.80 | (1)* | 0.80 | (12) | 300 | 300 | 98 | 8 | (N) |
| Akköy I | Turkey | Akköy Energy A.S. | 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 | China Southern Power Grid | 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 | Longtan Hydropower Development Co. Ltd. | 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 | Ministry of Energy | H I W | Zabkhan | 930 | 02/05 | 05/06 | 06/07 | 12/07 | 60 | 200 | 210 | 250 | V | (2) | 0.72 | (1)* | 0.72 | (12)* | 333 | 333 | 75 | 0 | (-) |
| A Vuong | Vietnam | EVN (Electrictie de Vietnam) | H | Vugia Thubon | 340 | 08/03 | 01/06 | 10/07 | 11/08 | 83 | 240 | 260 | 350 | V | (1) | 0.80 | (1) | 1.00 | (1) | 300 | 300 | 90 | 150 | (N) |
| Nakai, part of Nam Theun 2 HPP | Laos | Nam Theun Power Corporation (NTPC)/EdF (Electricitie de France) | H | Nam Theun | 3530 | 04/04 | 03/06 | 10/07 | 10/09 | 39 | 436 | 150 | 207 | V | (1) | 0.35 0.75 | (10) | 0.75 | (12) | 300 | 300 | 100 | 100 | (F) |
| Dinh Binh | Vietnam | Ministry of Agriculture and Rural Development (MARD) | F H I W | Kon | 226 | 05/04 | 08/05 | 12/07 | 12/08 | 55 | 571 | 183 | 430 | V | (11) | 0.75 | (3')* | ogee | (12) | 300 | 900 | 70 126 | 175 141 | (F) |
| Hongkou | China | Fujian Hongkou Hydropower Co. Ltd. | H W | Huotong | 449 | - /03 | - /05 | - /07 | - /08 | 130 | 341 | 681 | 830 | |||||||||||
| Ludesa [H-F] | Brazil | CPFL Renovaveis | H | Chapecó | 142 | - /06 | - /06 | - /07 | 04/07 | 25 | 300 | 1.50 | 1.50 | 0.75 | ||||||||||
| Luojiaohe [A] | China | Guizhou Zhongshui Energy Co. Ltd. | H | Luojiao | 46 | - /05 | - /06 | - /07 | - /07 | 81 | 250 | 110 | ||||||||||||
| Castro Alves | Brazil | CERAN (Companhia Energética Rio das Antas) | H | das Antas | 92 | - /05 | - /06 | - /07 | 02/08 | 48 | 350 | 240 | 322 | V | 0.77 | 0.77 | 60 | 15 | (N) | |||||
| Da Ilha (Rio da Prata) | Brazil | Da Ilha Energética S/A | H | das Antas | 16 | - /04 | - /06 | - /07 | 04/08 | 26 | 310 | 80 | 20 | |||||||||||
| Quatorze (XIV) de Julho | Brazil | CERAN (Companhia Energética Rio das Antas) | H | das Antas | 55 | - /05 | - /06 | - /07 | 10/08 | 37 | 281 | 75 | 212 | V | (1) | 0.77 | (1) | 0.77 | (1) | 75 | 15 | (N) | ||
| Baxiang Nº3 | China | Department of Electricity, Feng Shun County | H | Baxianghe | 8 | - /05 | - /06 | - /07 | - /08 | 44 | 207 | 63 | 83 | |||||||||||
| Tiecheng | China | Gansu Keyuan Electric Power Group Co. Ltd. | H | Datong | 1 | - /05 | - /06 | - /07 | - /08 | 44 | 143 | |||||||||||||
| Yumen | China | Department of WaterResources, Henan Province | F H N | Luohe | 28 | - /05 | - /06 | - /07 | - /08 | 62 | 244 | 133 | 234 | |||||||||||
| Youshui | China | Chongqing Youshui River Hydropower Development Co. Ltd. | H | Youshui | 152 | - /05 | - /06 | - /07 | - /08 | 63 | 194 | |||||||||||||
| Qilinguan [A] | China | Nanhe Hydropower Development Ltd. | H | Nanhe | 14 | - /05 | - /06 | - /07 | - /08 | 77 | 140 | 45 | 55 | |||||||||||
| Bailianya [A] | China | Anhui Water Resources Development Co. Ltd. | F H I W | Dongpi | 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 | Cotiporã Energetica S.A. | H | Carreiro | 4 | - /07 | - /07 | - /07 | - /07 | 16 | 196 | 21 | 41 | |||||||||||
| Plano Alto | Brazil | SPE Plano Alto Energia S/A | H | Irani | 13 | - /06 | - /07 | - /07 | 02/08 | 38 | 173 | 42 | 78 | V | 0.75 | 0.75 | 72 | 19 | (N) | |||||
| Jararaca | Brazil | Veneto Energética S/A | H | das Antas | 8 | - /06 | - /07 | - /07 | 04/08 | 25 | 219 | 31 | 61 | 72 | 18 | (N) | ||||||||
| Nansha | China | Red River Hydropower Development Co. Ltd. | H | Honghe | 212 | 02/06 | - /07 | - /07 | 07/08 | 85 | ||||||||||||||
| Linha Emilia | Brazil | Linha Emília Energética S/A | H | Carreiro | 12 | - /06 | - /07 | - /07 | - /08 | 27 | 214 | 35 | 54 | |||||||||||
| Silin | China | Guizhou-Wujiang Hydropower Development Corporation | F H I N | Wujiang | 1593 | 11/05 | 11/06 | 03/08 | - /09 | 117 | 310 | 825 | 1100 | V | (1) | 0.70 | (1) | 0.70 | (1) | 66 89 | 100 109 | (F) | ||
| Weihou [A] | China | Xilin River Hydropower Development Co. Ltd. | H | Tuoniang | 133 | 03/05 | - /06 | 04/08 | - /09 | 82 | ||||||||||||||
| Guangzhao | China | Guizhou Qianyuan Power Co. Ltd. | H | Beipan | 3245 | 10/04 | 02/06 | 05/08 | - /09 | 201 | 412 | 2420 | 2800 | V 0.25 | (9) | 0.75 | (1) | 0.75 | (1) | 300 | 300 | 61 71 | 91 87 | (F) |
| Gelantan | China | Datang International Hydropower Generation Co. Ltd. | H | Lixian | 409 | 01/03 | 09/06 | 08/08 | - /09 | 113 | 466 | 903 | 1200 | V 0.20 | (3') | 0.75 | (3') | 0.75 | (1) | 77 93 | 77 93 | (S) | ||
| Mangla Emergency Spillway Control Weir | Pakistan | WAPDA (Water and Power Development Authority) | H I | Jhelum | 6500 | 08/04 | 12/07 | 11/08 | 01/09 | 17 | 370 | 54 | 79 | V 0.30 | (3') (3')* | V 0.70 | (3') (3')* | 0.70 | (3')* | 300 | 300 | 60 | 120 | (S) |
| Yeywa | Myanmar | Department of Hydroelectric Power - Ministry of Electric Power | H | Myitnge | 2600 | 10/01 | 02/06 | 12/08 | 12/10 | 137 | 680 | 2473 | 2843 | V | (3') | 0.80 | (3')* | 0.80 | (12) | 300 | 300 | 75 | 145 | (N) |
| Jinghong | China | Huaneng Lancang River Hydropower Co. Ltd. | F H R | Lancang (Mekong) | 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 | EVN (Electrictie de 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 Rosa II | Brazil | Santa Rosa S/A | H | Grande | 7 | - /06 | - /06 | - /08 | - /08 | 31 | 172 | |||||||||||||
| Pengshui | China | Datang International Power Generation Co. Ltd. | 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 | Guangxi Water Conservancy and Electric Power Corporation | H | Gui | 26 | - /06 | - /07 | - /08 | - /08 | 61 | 166 | 127 | ||||||||||||
| Cachoeirão (Henrique Nunes Coutinho) | Brazil | Hidrelétrica Cachoeirão SA | H | Manhuaçu | - /07 | - /07 | - /08 | - /08 | 23 | 90 | ||||||||||||||
| Alto Irani [H-F] | Brazil | CPFL Renovaveis | H | Irani | 5 | - /07 | - /07 | - /08 | - /08 | 45 | 243 | 14 | 20 | 2.50 | 2 | 2 | ||||||||
| São Simão | Brazil | São Simão Energia S/A | H | Itapemirim Norte | 11 | - /06 | - /07 | - /08 | 02/09 | 56 | 187 | 92 | 115 | |||||||||||
| Major Gercino (formerly known as Angelina) | Brazil | Lumbrás Energética S.A. | H | Tijucas | 6 | - /07 | - /07 | - /08 | 03/09 | 45 | 178 | |||||||||||||
| Binh Dien | Vietnam | Binh Dien Electricity Joint Stock Company | H | Huu Trach | 424 | 01/05 | - /07 | - /08 | 04/09 | 54 | 571 | 189 | 423 | 300 | 300 | 70 | 105 | (F) | ||||||
| Engenheiro Henrique Kotzian | Brazil | BME Energia SA | H | Ivaí | 9 | - /06 | - /07 | - /08 | 04/09 | 34 | 228 | 58 | 76 | |||||||||||
| Pedra do Garrafão | Brazil | H | Itabapoana | - /07 | - /07 | - /08 | 05/09 | 15 | 110 | |||||||||||||||
| Goiandira | Brazil | Goiás Sul Geração de Energia S.A. | H | Verissimo | 76 | 08/07 | - /07 | - /08 | 05/09 | 44 | 341 | V | 0.75 | 0.75 | ||||||||||
| Retiro Velho | Brazil | Retiro Velho Energetica S/A | H | da Prata | 69 | - /05 | - /07 | - /08 | - /09 | 42 | 56 | |||||||||||||
| Shuhe | China | Datang Shaanxi Power Generation Co Ltd | H | Hanjiang | 176 | - /06 | - /07 | - /08 | - /09 | 72 | ||||||||||||||
| Qingxi [A] | China | Guizhou Qianyuan Power Co. Ltd. | H | Furong | 98 | - /06 | - /07 | - /08 | - /09 | 82 | 166 | 154 | ||||||||||||
| Nongling | China | Dehong Longjiang Hydropower Development Co. Ltd. | H | Long | 233 | - /06 | - /07 | - /08 | - /09 | 91 | 280 | 486 | ||||||||||||
| Shankou | China | Xinjiang Yili River Basin Development Authority | H | Tekes | 121 | 04/06 | - /07 | - /08 | - /09 | 50 | 496 | |||||||||||||
| Rodeio Bonito | Brazil | Velcan Energy Development Ltda. | H | Irani | 9 | - /06 | - /07 | - /08 | 01/10 | 32 | 223 | 59 | V | 0.85 | 0.85 | |||||||||
| Engenheiro Ernesto Jorge Dreher | Brazil | BME Energia | H | Ivaí | 4 | - /07 | - /08 | - /08 | 04/09 | 23 | 220 | 29 | 35 | 68 | 17 | (N) | ||||||||
| Las Truchas | Mexico | Desarrollos Mineros San Luis, S.A. de C.V. | H | La Lobor o Las Truchas | - /07 | - /08 | - /08 | - /09 | 35 | 230 | 24 | 300 | 300 | |||||||||||
| Yunlonghe Nº3 [A] | China | Engshi Yuefeng Yunlong River Hydropower Development Co. Ltd. | H | Yunlong | 44 | 03/06 | 04/07 | 04/09 | - /11 | 139 | 119 | 182 | 207 | curve | (3') | curve | (3') | (3') | ||||||
| El Platanal (formerly Capillucas) | Peru | Cementos Lima S.A. | H | Canete | 5 | 01/07 | 10/08 | 04/09 | 10/09 | 34 | 60 | 75 | 75 | 0.375 | (3') | 0.75 | (3')* | 300 | 300 | 65 | 90 | (N) | ||
| Kasegawa | Japan | Ministry of Land, Infrastructure, Transport and Tourism | F H I W | Kase | 71 | 02/05 | 10/07 | 06/09 | 03/12 | 99 | 456 | 830 | 948 | V 0.60 | (1) (1) | 0.75 | (1) | 0.75 | (1) | 250 | 1000 | 84 | 36 | (F) |
| Yunkou [A] | China | Yujiang Hydropower Co. Ltd. | H | Wuni | 35 | 06/07 | 04/08 | 06/09 | - /12 | 119 | 152 | 200 | 205 | |||||||||||
| Vaca | Belize | Belize Electric Company Ltd (BECOL) and A. Fortis Company, Canada | H | Marcal | 12 | 02/07 | 02/08 | 10/09 | 12/11 | 70 | 225 | 200 | 220 | 0.20 | (1) | 0.75 | (3')* | 0.75 | (12) | 300 | 3000 | 94 | 31 | (F) |
| Taum Sauk [H-F] | USA | AmerenUE | H | Water source - East Fork of Black River | 6 | 02/07 | 10/07 | 11/09 | 06/10 | 49 | 2060 | 2448 | 2500 | 0.60 | (1) | 0.60 | (1)* | no spillway | 300 | 300 | 59 | 59 | (F) | |
| Salto-RS | Brazil | H | Caí | - /07 | - /07 | - /09 | - /09 | 42 | ||||||||||||||||
| Wudu | China | Sichuan Wudu Water Conservancy and Hydropower Group Ltd. | F H I W | Fu | 572 | 10/04 | - /07 | - /09 | - /10 | 120 | 631 | 1151 | 1580 | V | (3') | 0.75 | (3') | 0.80 | (3') | (F) | ||||
| São Pedro | Brazil | São Pedro Energia S/A | H | Jacu Braço Norte | 2 | - /06 | - /07 | - /09 | - /10 | 30 | 140 | 22 | 35 | |||||||||||
| Sông Côn 2 | Vietnam | Geruco Song Con Hydro Power Joint Stock Company | H | Song Con | 30 | - /06 | - /07 | - /09 | - /10 | 58 | 260 | |||||||||||||
| Huanghuazhai [A] | China | China Datang Corporation | H | Getu | 1748 | 07/06 | - /07 | - /09 | - /10 | 110 | 253 | 280 | 292 | 52 | 96 | (F) | ||||||||
| Tianhuaban [A] | China | Yunnan Dianneng Niulanjiang Hydropower Development Co. Ltd. | H | Niulan | 66 | 12/06 | - /07 | - /09 | - /10 | 113 | 160 | 182 | 360 | curve | (3') | curve | (3') | ogee | (3) | |||||
| Baishiya | China | Quifeng Water Supply Co. of Fangchenggang City | H I W | Xijiang | 26 | - /04 | - /07 | - /09 | - /12 | 74 | 190 | 230 | 240 | 0.75 | ||||||||||
| Palomino [H-F] | Dominican Republic | EGEHID (Empresa de Generación Hidroeléctrica Dominicana) | H | Yaque del Sur and Blanco | 3 | - /05 | - /07 | - /09 | - /13 | 65 | 153 | |||||||||||||
| Criúva | Brazil | Criúva Energética S/A | H | Lajeado Grange | 7 | - /08 | - /08 | - /09 | 12/09 | 25 | 246 | 80 | 95 | 72 | 18 | (N) | ||||||||
| Chonghu’er | China | Xinjiang-Xinhua-Chonghuer Hydropower Development Co. Ltd. | H | Burgin | 85 | 10/06 | - /08 | - /09 | - /09 | 74 | 545 | 480 | ||||||||||||
| Areia Branca | Brazil | Hidrelétrica Areia Branca S.A. (Tractebel Energia) | H | Manhuaçu | - /08 | - /08 | - /09 | - /09 | 28 | 257 | ||||||||||||||
| Palanquinho | Brazil | Serrana Energética S/A | H | das Antas | 6 | - /07 | - /08 | - /09 | 01/10 | 32 | 137 | 89 | 103 | 72 | 18 | (N) | ||||||||
| Barra dos Coqueiros | Brazil | Gerdau Aços Longos | H W | Claro | 1 | 08/07 | - /08 | - /09 | 07/10 | 60 | 1670 | 172 | 282 | |||||||||||
| Piedade | Brazil | Piedade Usina Geradora de Energia S.A | H | Piedade | 18 | - /06 | - /08 | - /09 | 08/10 | 30 | 397 | |||||||||||||
| Serra do Facão | Brazil | Serra do Facão Energia S.A. (SEFAC) | H | Sao Marcos | 5199 | 02/07 | - /08 | - /09 | 10/10 | 92 | 326 | 610 | 742 | 300 | 300 | 72 | 18 | (N) | ||||||
| Maduhe [A] | China | Yichang Junwang Group Co. | H | Siyang | 33 | - /06 | - /08 | - /09 | - /10 | 100 | 185 | |||||||||||||
| São Gonçalo (formerly Santa Bárbara) | Brazil | SPE São Gonçalo Energia S.A. | H | Santa Bárbara | 6 | - /07 | - /08 | - /09 | - /10 | 28 | 148 | 14 | 26 | V | 0.75 | 0.75 | 68 | 17 | (N) | |||||
| Caçu | Brazil | Gerdau SA | H | Claro | - /07 | - /08 | - /09 | - /10 | 40 | |||||||||||||||
| Yangjiayuan [A] | China | Guizhou Tongzihe Hydropower Development Co. Ltd. | H W | Tongzhi | 78 | - /07 | - /08 | - /09 | - /10 | 68 | 153 | |||||||||||||
| Geliqiao | China | Wujiang Hydropower Development Corporation | H | Qingshuihe | 77 | 01/07 | 04/08 | - /09 | - /10 | 124 | 104 | 500 | ||||||||||||
| Arvoredo | Brazil | SPE Arvoredo Energia S.A. | H | Irani | 12 | - /08 | - /09 | - /09 | 04/10 | 39 | 259 | 53 | 81 | V | 0.75 | 0.75 | 80 | 20 | (N) | |||||
| Feke II | Turkey | Akkur Energy Production Trade and Industry Co. Inc. | H | Göksu | 63 | 12/07 | 12/08 | 02/10 | 08/10 | 70 | 256 | 194 | 227 | 0.07 | (6) | 0.80 | (3')* | separate | 300 | 300 | 60 60 | 60 50 | (F) | |
| Adnan Mendres (formerly Çine) | Turkey | DSI - State Hydraulic Works | F H I W | Çine | 350 | 12/95 | 11/04 | 04/10 | 10/11 | 137 | 300 | 1560 | 1650 | 0.10 0.20 | (7') | 0.85 | (7') | 0.85 | (7') | 300 | 300 | 85 75 | 105 95 | (F) |
| Kasegawa auxiliary dam [H-F] | Japan | Ministry of Land, Infrastructure, Transport and Tourism | F H I W | Kase | 1 | 03/08 | 10/09 | 06/10 | 09/10 | 29 | 116 | 52 | 68 | 0.80 | (12) | 0.80 | (12) | 0.80 | (12) | 250 | 750 | 80 | 0 | (-) |
| Pirris | Costa Rica | ICE (Instituto Costarricence de Electricidad) | H | Pirris | 36 | 12/06 | 03/09 | 06/10 | 07/11 | 113 | 258 | 695 | 755 | 0.33 | (3')* | 0.50 | (3')* | 0.50 | (12) | 300 | 300 | 88 | 132 | (N) |
| Bramhoek | South Africa | ESKOM | H | Braamhoekspruit | 27 | 04/08 | 06/09 | 06/10 | 02/11 | 37 | 330 | 90 | 98 | V | (3') | 0.67 | (3')* | 0.67 | (3')* | 300 | 1200 | 70 | 95 | (F) |
| Son La | Vietnam | EVN (Electricté de Vietnam) | F H | Song Da (Black river) | 9260 | 04/04 | 01/08 | 08/10 | 12/12 | 138 | 962 | 2677 | 4800 | V | (3') | 0.73 | (3')* | separate | 300 | 300 | 60 | 160 | (F) | |
| Şirnak | Turkey | DSI - State Hydraulic Works | H | Ortasui | 18 | - /08 | 11/09 | 08/10 | 09/10 | 67 | 198 | 157 | 231 | 0.10 | (1) | 0.80 | (1)* | 0.80 | (12) | 300 | 600 | 125 | 0 | (-) |
| Ban Ve | Vietnam | EVN (Electrictie de Vietnam) | H | Ca | 1500 | 08/04 | 02/07 | 10/10 | 12/11 | 136 | 480 | 1520 | 1750 | v 0.30 | (3') | 0.85 | (3')* | 0.80 | (12) | 300 | 300 | 80 | 120 | (N) |
| Çamlica III [H-F] | Turkey | Akfen Energy | F H | Zamanti | 1 | 04/08 | 04/10 | 12/10 | 04/11 | 52 | 186 | 160 | 182 | 0.70 | (7) | 0.70 | (1)* | 0.70 | (12) | 300 | 300 | 88 | 37 | (F) |
| Dong Nai 3 | Vietnam | EVN (Electrictie de Vietnam) | F H | Dong Nai | 1690 | 12/04 | 05/08 | 12/10 | 10/11 | 108 | 594 | 1138 | 1235 | V | (1) | 0.75 | (1)* | 0.75 | (1) | 300 | 300 | 75 | 0 | (-) |
| Nuoc Trong | Vietnam | MARD (Ministry of Agriculture and Rural Development) | H I | Tra Kluc | 290 | 10/07 | 07/09 | 12/10 | 05/11 | 69 | 518 | 446 | 607 | V | (3') | 300 | 300 | 125 80 | 218 230 | (N) | ||||
| Santa Clara-BA | Brazil | Companhia Energetica Santa Clara | H | Mucuri | 151 | - /99 | - /01 | - /02 | - /03 | 59 | 242 | 520 | 600 | 300 | 300 | |||||||||
| Khan Khwar | Pakistan | WAPDA (Water and Power Development Authority) and CTGC (China Three Gorges Corp.) | H | Duber Khwar | 04/03 | - /06 | - /10 | 04/12 | 46 | 112 | ||||||||||||||
| Jin’anqiao | China | Hanergy, Yunnan Jinsha River Hydropower Co. Ltd. and Yunnan Investment and Development Co. Ltd. | H N R | Jinsha | 913 | 12/03 | 05/07 | - /10 | - /11 | 160 | 640 | 2400 | 4430 | V | (3) | 0.75 | (3) | 0.75 | (1) | 72 96 | 108 117 | (F) | ||
| Rondon II | Brazil | Eletrogoes S/A. | H | Comemorqção | 478 | - /07 | - /08 | - /10 | - /11 | 19 | 460 | |||||||||||||
| Imboulou | Republic of Congo | Délégation Générale des Grands Travaux | H | Léfini | 584 | 09/03 | - /08 | - /10 | 05/11 | 33 | 310 | |||||||||||||
| Saizhu [A] | China | Yunnan Dianneng Group Holding Company | H | Xima | 3 | 04/06 | - /08 | - /10 | - /11 | 72 | 160 | 107 | 115 | curve | (3') | curve | (3') | (3) | ||||||
| Qianchang | China | Guodian Yunnan Power Co Ltd | H | Pudu | 22 | - /07 | - /08 | - /10 | - /11 | 81 | 148 | |||||||||||||
| Shidi | China | Chongqing Wujiang Power Company | H | Youshui | 163 | - /06 | - /08 | - /10 | - /12 | 30 | 214 | 260 | ||||||||||||
| Sanliping [A] | China | Hubei Energy Group Co. Ltd. | F H | Nanhe | 499 | - /07 | 05/08 | - /10 | - /11 | 133 | 285 | 390 | (1) | (1) | (1) | |||||||||
| Água Limpa | Brazil | Água Limpa Energia S/A | H | Palmeiras | 10 | - /08 | - /09 | - /10 | 12/10 | 38 | 98 | 42 | ||||||||||||
| Figueirópolis | Brazil | Companhia Hidroelétrica Figueirópolis | H | Jauru | 35 | - /08 | - /09 | - /10 | 12/10 | 16 | 170 | V | 0.43 | 0.75 | ||||||||||
| Porto Estrela | Brazil | H | Santo Antonio | 8 | - /08 | - /09 | - /10 | - /11 | 26 | |||||||||||||||
| Ibirama | Brazil | Ibirama Energética SA | H | 1 | - /09 | - /09 | - /10 | - /10 | 15 | 145 | ||||||||||||||
| Ninho da Águia | Brazil | CPFL Renovaveis | H | Santo Antônio | 1 | - /09 | - /09 | - /10 | - /10 | 15 | 94 | 14 | V | 0.75 | 0.75 | |||||||||
| Caju | Brazil | Energisa Geracão Rio Grande S/A | H | Rio Grande | 10 | - /09 | - /09 | - /10 | 03/11 | 38 | 222 | 66 | 82 | |||||||||||
| Pipoca | Brazil | Omega Engergia Renovávelo S/A | H | Manhuaçu | - /07 | - /09 | - /10 | 04/11 | 16 | 200 | (N) | |||||||||||||
| Naen [A] | China | Guangxi Water Conservancy and Electric Power Corporation | H | Baidu | 22 | - /06 | - /09 | - /10 | - /11 | 75 | 217 | |||||||||||||
| São José | Brazil | Ijui Energia S.A. | H | Carreiro | 188 | - /07 | - /09 | - /10 | - /11 | 29 | 790 | |||||||||||||
| Luoboba [A] | China | Enshi Tianfa Electric Ltd. | F H R | Lengshui | 87 | - /07 | - /09 | - /10 | - /11 | 114 | 192 | 21 | 21 | (F) | ||||||||||
| Lavrinha | Brazil | BME | H | Paraiba do Sul | 12/07 | - /09 | - /10 | - /11 | 28 | 85 | ||||||||||||||
| São Sebastião do Alto | Brazil | Geracao Hidroeletrica Rio Grande S/A | H | Grande | 44 | - /08 | - /09 | - /10 | - /11 | 41 | 210 | 51 | 75 | |||||||||||
| Lechangxia | China | Department of Water Resources, Guandong Province | H I N | Bei | 374 | - /08 | - /09 | - /10 | - /11 | 85 | 256 | |||||||||||||
| Corrente Grande | Brazil | CPFL Renovaveis | H | Corrente Grande | 12 | - /10 | - /10 | - /10 | - /10 | 20 | 110 | V | 0.75 | 0.75 | ||||||||||
| Marco Balbo | Brazil | H | - /10 | - /10 | - /10 | - /10 | 30 | 42 | 73 | |||||||||||||||
| Changuinola 1 [A-G] | Panama | AES (Allied Energy Systems Co.) Panama SRL | 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 | Consorcio Energético Cruzeiro do Sul (Copel and Electrosul Centrais Eléctricas SA) | H | Tibagi | 2137 | - /09 | 01/10 | 05/11 | - /12 | 83 | 726 | 633 | 753 | V | (2) | 0.80 | (10) | 300 | 2400 | 60 | 15 | (N) | ||
| Dong Nai 4 | Vietnam | EVN (Electrictie de Vietnam) | H | Dong Nai | 337 | 12/04 | 03/09 | 06/11 | - /12 | 128 | 481 | 1305 | 1370 | V | (1) | 0.80 | (1)* | 0.80 | (1) | 300 | 300 | 85 | 115 | (N) |
| Güllübag | Turkey | Senerji Enerji | H | Çoruh | 21 | 05/09 | 02/11 | 06/11 | 02/12 | 72 | 97 | 160 | 175 | V | (1) | 0.50 0.70 | (1) (1) | 0.70 | (12) | 300 | 300 | 70 | 70 | (F) |
| Dak Mi 4 | Vietnam | (IDICO) Urban and Industrial Development Zone Investment Company | H | Vu Gia | 313 | 04/07 | 01/08 | 08/11 | 04/12 | 90 | 472 | 720 | 800 | V | (3') | 0.48 0.80 | (3')* (3')* | 0.80 | (1) | 300 | 300 | 95 | 125 | (N) |
| Song Tranh 2 | Vietnam | EVN (Electrictie de Vietnam) | H | Song Tranh | 733 | 03/05 | 04/08 | 08/11 | 12/12 | 96 | 640 | 1032 | 1315 | V | (3') | 0.80 | (1) | 0.75 | (1) | 300 | 300 | 70 | 110 | (N) |
| Gomal Zam [A-G] | Pakistan | WAPDA (Water and Power Development Authority) | F H I | Gomal | 1424 | 07/02 | 08/07 | 09/11 | 06/13 | 133 | 231 | 390 | 474 | V | 0.60 | 0.60 | 300 | 3000 to 4000 | 91 | 91 | (F) | |||
| Yubari Syuparo | Japan | Ministry of Land, Infrastructure and Transport | F H I W | Yubari | 427 | 11/03 | 10/09 | 09/11 | 03/15 | 111 | 390 | 584 | 940 | V 0.80 | (1) (1) | 0.82 | (1) | 0.82 | (1) | 250 | 750 & 1000 | 91 | 39 | (F) |
| Menge | Turkey | Enerjisa En. Ut. A.S. | H | Göksu | 51 | 05/09 | 08/10 | 10/11 | 12/11 | 68 | 304 | 349 | 384 | 0.25 | (1) | 0.80 | (3')* | 0.80 | (12) | 300 | 300 | 80 | 40 | (F) |
| Nam Gnouang (Theun Hinboun Expansion) | Laos | Theun Hinboun Power Company | H | Nam Gnouang | 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 | Guizhou Zhongshui Energy Co. Ltd. | H | Hongdu | 321 | - /07 | 04/08 | 12/11 | 12/11 | 135 | ||||||||||||||
| Gongguoqiao | China | Huaneng Lancang River Hydropower Co. Ltd. | H | Lancang (Mekong) | 316 | - /08 | - /09 | - /11 | 03/12 | 105 | 356 | 1067 | ||||||||||||
| Boa Sorte | Brazil | Boa Sorte Energética S/A | H | Tijucas | 18 | - /07 | - /09 | - /11 | - /12 | 26 | ||||||||||||||
| Huhehaote (Hohhot) PSS - Upstream lower dam | China | Nei Mongol (Inner Mongolia) Electricity Corporation | H | Halasxinegou | 7 | - /07 | - /09 | - /11 | - /12 | 69 | 242 | 185 | 330 | |||||||||||
| Kamchay | Cambodia | Electricity of Cambodia (44-year BOT to Sinohydro Corporation) | H | Kamchay | 718 | - /07 | - /09 | - /11 | - /12 | 112 | 568 | 1100 | V 0.30 | 0.75 | ||||||||||
| Qinglong [A] | China | Enshi Mawei Valley Hydropower Development Co. Ltd. | H | Maweigou | 29 | 12/08 | - /09 | - /11 | - /12 | 140 | 116 | 212 | ||||||||||||
| A Luoi | Vietnam | Central Hydropower Joint Stock Company | H | A Sap | 06/07 | 04/09 | - /11 | - /12 | 50 | 208 | 138 | |||||||||||||
| Sefaköy | Turkey | Püre Energy Üretim Tic. A.S. | H | Aras | 21 | - /08 | - /10 | - /11 | 10/11 | 55 | 148 | 120 | (1) | (1) | ||||||||||
| Anta (with Simplicio) | Brazil | Centrais Eletricas Brasileiras sa Eletrobras | H | Paraiba do Sul | 114 | - /09 | - /10 | - /11 | 12/11 | 30 | 270 | 44 | 55 | |||||||||||
| Moínho | Brazil | Statkraft (Moinho S.A.) | H | Bernado José | 1 | - /09 | - /10 | - /11 | - /11 | 22 | 126 | 9 | 25 | 68 | 17 | (N) | ||||||||
| Nabi | China | Baise WaCun Hydropower Development Co. | H | Xiyang | 57 | - /09 | - /10 | - /11 | - /11 | 69 | 247 | 289 | ||||||||||||
| Lianhuatai | China | Guodian Shaanxi Hydropower Development Co. | H | Dan | 95 | 02/09 | - /10 | - /11 | - /11 | 70 | 221 | 221 | ||||||||||||
| Autódromo | Brazil | Autódromo Energética S/A | H | Carreiro | 4 | - /10 | - /10 | - /11 | - /11 | 23 | 271 | 21 | 47 | 67 | 17 | (N) | ||||||||
| Boa Fé | Brazil | Boa Fé Energética S.A. | H | Carreiro | 5 | - /10 | - /10 | - /11 | - /11 | 26 | 198 | 32 | 58 | |||||||||||
| Silopi | Turkey | DSI - State Hydraulic Works | H W | Hezil | 29 | 08/08 | - /10 | - /11 | 02/12 | 89 | 356 | 718 | 752 | 0.10 | (7) | 0.70 | (3')* | 0.70 | (1) | 300 | 300 | 81 | 39 | (-) |
| Santo Antonio-RJ | Brazil | Energisa Geracão Rio Grande S/A | H | Grande | 17 | - /09 | - /10 | - /11 | 02/12 | 44 | 285 | 81 | 105 | |||||||||||
| Santo Antonio-RO | Brazil | Santo Antônio Energia | H | Madeira | 2075 | - /08 | - /10 | - /11 | 03/12 | 25 | 3100 | 560 | 3086 | |||||||||||
| Dr Victor Baptista Adami (formerly Passos Maia) | Brazil | Passos Maia Energética S.A. (Statkraft, Adami & Madeiras) | H | Chapecó | 14 | - /09 | - /10 | - /11 | 09/12 | 34 | 66 | 72 | 18 | (N) | ||||||||||
| Linxihe [A] | China | Hubei Huaqing Power Co. Ltd. | H | Loushui | 52 | - /08 | - /10 | - /11 | - /12 | 74 | 146 | |||||||||||||
| Madushan | China | Honghe Guangyuan Hydropwer and Madushan Development Co. Ltd. | H N W | Honghe | 552 | - /08 | - /09 | - /11 | - /12 | 108 | 353 | 987 | ||||||||||||
| A’hai | China | Yunnan Jinsha River Hydropower Co. Ltd. | F H I | Jinsha | 885 | - /08 | - /10 | - /11 | - /12 | 138 | 482 | 2707 | ||||||||||||
| Balkusan | Turkey | Karen Energy | H | Balkusan | 15 | - /09 | - /10 | - /11 | - /12 | 48 | 189 | 60 | 76 | V | (1) | 0.75 | (1)* | 0.75 | (12) | 300 | 1200 | 75 | 50 | |
| Qingyanggou | China | Yumen Hongyuan Industrial Company | H | Sule | - /09 | - /10 | - /11 | - /12 | 64 | 147 | ||||||||||||||
| Dengke | China | Yunnan Baoshan Electric Co. Ltd. | H | Longjiang | 53 | - /09 | - /10 | - /11 | - /12 | 76 | 239 | |||||||||||||
| Rizzanese | France | Electricité de France | H I | Rizzanese | 1 | - /09 | 04/11 | 02/12 | - /12 | 41 | 140 | 64 | 72 | V 1.00 | (6) (10) | V 0.80 | 0.80 | 300 | 300 | 80 | 0 | (-) | ||
| Köprü | Turkey | Enerjisa En. Ut. A.S. | H | Göksu | 98 | 07/09 | 12/10 | 04/12 | - /13 | 109 | 413 | 975 | 1050 | V 0.60 | (1) (1) | 0.80 | (1) | 0.80 | (12) | 300 | 300 | 85 | 45 | (F) |
| Dong Nai 2 | Vietnam | Trung Nam Power Jointstock Company | H | Dong Nai | 281 | 04/09 | 12/10 | 05/12 | 03/13 | 80 | 429 | 786 | 1025 | (3')* | 300 | 300 | 80 90 | 120 110 | (N) | |||||
| Bui | Ghana | BPA (Bui Power Authority) | H I | Bui | 12570 | 10/07 | 02/09 | 05/12 | 11/14 | 108 | 493 | 830 | 900 | V | (3') | 0.75 | (3') | 0.75 | (12) | 300 | 3000 | 45 61 | 85 91 | (F) |
| Gökkaya | Turkey | MEM Enerji Elektrik Üretim Sanayi ve Ticaret A.Ş | 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 | EVN (Electrictie de Vietnam) | H | Nam Mu | 2138 | 01/06 | 08/09 | 08/12 | 12/13 | 130 | 425 | 1600 | 2 | V | (3') | 0.80 | (3')* | separate | 300 | 300 | 60 | 160 | (F) | |
| Devecikonagi | Turkey | MCK Elektrik Uretim A.S. | H I | Emet | 6 | 05/10 | 03/11 | 09/12 | 01/13 | 39 | 313 | 180 | 210 | 0.10 | (2) | 0.75 | (1) | 0.80 | (12) | 300 | 300 | 80 | 40 | (F) |
| Akköy II (Aladereçam) | Turkey | Akköy Energy A.S. | H | Karaovacik | 14 | - /07 | 05/11 | 09/12 | - /13 | 60 | 260 | 226 | 306 | V | (1) | 0.80 | (1) | 0.80 | (12) | 300 | 300 | 85 | 85 | (N) |
| Nam Ngum 5 [A] | Laos | Nam Ngum 5 Power Company Ltd. (15% Électricité du Laos - Generation Company Ltd., 85% Power) | H | Nam Ting | 314 | 10/08 | 11/11 | 12/12 | 12/12 | 101 | 235 | 298 | 421 | |||||||||||
| Dak Drinh | Vietnam | Petro Vietnam | H | Dak Drinh | 249 | 01/09 | 09/11 | 12/12 | 12/13 | 100 | 466 | 788 | (3') | (3')* | (12) | 300 | 300 | 80 | 115 | (N) | ||||
| Duber Khwar | Pakistan | WAPDA (Water and Power Development Authority) and CTGC (China Three Gorges Corp.) | H | Duber Khwar | 06/03 | - /08 | - /12 | 01/14 | 41 | 202 | ||||||||||||||
| Longkaikou | China | Yunnan Jinsha River Hydropower Co. Ltd. | 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) | ||
| Allai Khwar | Pakistan | WAPDA (Water and Power Development Authority) and CTGC (China Three Gorges Corp.) | H | Allai Khwar | 01/05 | - /09 | - /12 | 03/13 | 51 | 88 | ||||||||||||||
| Shankouyan [A] | China | Shankouyan Hydro Project Development Co. | H | Yuanhe | 105 | 11/07 | - /09 | - /12 | - /13 | 99 | 268 | 272 | ||||||||||||
| Ouro | Brazil | H | - /10 | - /10 | - /12 | - /12 | 16 | |||||||||||||||||
| Grand Poubara | Gabon | Ministries of Mining, Energy, Oil and Water Resources | H | Ogooué | 11/08 | - /10 | - /12 | 08/13 | 37 | 300 | 105 96 | 70 64 | (F) | |||||||||||
| Shatuo | China | Wujiang Hydroelectric Development Corporation | F H N | Wu | 910 | 05/06 | - /10 | - /12 | - /13 | 101 | 631 | 1510 | 1980 | V 0.15 | (3') | 0.75 | (3') | 0.75 | (3) | 300 | 3000 | |||
| Dayuhyan [A] | China | Guizhou Water-investment Hydropower Development Co., Ltd | H | Masha | 61 | - /09 | - /10 | - /12 | - /13 | 81 | ||||||||||||||
| Guandi | China | Yalong River Hydropower Development Co. Ltd. | H | Yalong | 760 | - /09 | - /10 | - /12 | - /13 | 168 | 516 | 2970 | 3020 | V 0.30 | 0.70 | 72 | 88 | (F) | ||||||
| Nankanghe Nº2 [A] | China | Ximeng Fubian Hydropower Development Co. Ltd. | H | Nankang | 31 | - /10 | - /11 | - /12 | - /12 | 68 | 179 | |||||||||||||
| Retiro | Brazil | CTG Brasil | H | Sapucai | 18 | - /10 | - /11 | - /12 | 07/13 | 15 | 482 | |||||||||||||
| Garibaldi | Brazil | Rio Canoas Energia S.A. | H | Canoas | 296 | - /10 | - /11 | - /12 | 09/13 | 42 | 517 | 264 | 382 | |||||||||||
| Çermikler [H-F] | Turkey | DSI - State Hydraulic Works | H | Kizilirmak | 41 | - /08 | - /11 | - /12 | - /13 | 42 | 251 | 160 | ||||||||||||
| Çetintepe | Turkey | DSI - State Hydraulic Works | 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) |
| Toca do Tigre | Brazil | CJ Hydro - Geraçao de Energia S.A | H | Turvo | 6 | - /09 | - /11 | - /12 | - /13 | 22 | 237 | |||||||||||||
| Ivan Botelho I (fomerly Antiga Ponte) | Brazil | Centrais Hidrelétricas Grapon S/A | H | Pomba | 17 | - /10 | - /11 | - /12 | - /13 | 32 | 273 | |||||||||||||
| Huong Dien | Vietnam | FPT Corporation | H | Bo | 821 | - /10 | - /11 | - /12 | - /13 | 83 | 260 | 400 | 90 | 100 | (N) | |||||||||
| Pezzi | Brazil | Pezzi Energética S.A. | H | das Antas | 24 | - /11 | - /12 | - /12 | - /13 | 42 | 238 | 44 | 80 | 76 | 19 | (N) | ||||||||
| Serra dos Cavalinhos II | Brazil | Serra dos Cavalinhos II Energética S.A. | H | das Antas | 8 | - /11 | - /12 | - /12 | - /13 | 42 | 123 | 33 | 80 | 72 | 18 | (N) | ||||||||
| Murum | Malaysia | SEB (Sarawak Energy Bhd) | H | Murum | 12043 | 10/08 | 05/10 | 07/13 | - /15 | 146 | 440 | 1520 | 1660 | V 0.20 | (3') (3') | 0.70 0.80 | (3)* | 0.70 0.80 | 300 | 3000 | 88 65 | 88 72 | (F) | |
| Cannelton [H-F] | USA | American Municipal Partners (AMP) | H | Ohio | 05/09 | 06/12 | 08/13 | 09/16 | 35 | 158 | 113 | 0.80 | (10) | 0.80 | (10) | separate | 230 | 230 | 118 | 64 | (F) | |||
| Captain Meldahl [H-F] | USA | American Municipal Partners (AMP) | H | Ohio | 04/11 | 06/13 | 12/13 | 04/16 | 28 | 84 | 56 | 0.80 | (10) | 0.80 | (10) | separate | 230 | 230 | 116 | 62 | (F) | |||
| Upper Paung Laung | Myanmar | Department of Hydroelectric Power - Ministry of Electric Power | H | Paung Laung | 1285 | 01/06 | 01/11 | 12/13 | - /14 | 103 | 537 | 936 | 1100 | V | (3') | 0.80 | (3')* | 0.80 | (12) | 300 | 300 | 90 | 140 | (N) |
| Kalashuke | China | Department of Water Resources, Xinjiang Province | F H W | E’erqisi | 2419 | - /07 | - /10 | - /13 | - /14 | 122 | 1489 | 2520 | 2890 | 0.75 | 0.75 | 300 | 3000 | (F) | ||||||
| Mamaya Nº1 | China | Guizhou Qianyuan Power Company | H | Beipan | 137 | - /08 | - /10 | - /13 | - /14 | 109 | 250 | 591 | ||||||||||||
| Luntan [A] | China | Luntan Hydraulic Engineering Co. Ltd. | H | Yangcunshui | 180 | 12/08 | - /10 | - /13 | - /14 | 90 | 218 | |||||||||||||
| Rastro de Auto | Brazil | CERTEL | H | Forqueta | - /11 | - /11 | - /13 | - /13 | 23 | 190 | ||||||||||||||
| Angostura | Chile | Colbún SA | H | BioBio | - /09 | - /11 | - /13 | - /14 | 63 | 125 | ||||||||||||||
| Lizhou [A] | China | China Huadian Corporation | H W | Muli | 190 | - /09 | - /11 | - /13 | - /14 | 132 | 211 | |||||||||||||
| Shannipo [A] | China | Guizhou Qianyuan Power Co. Ltd. | H | Beipan | 85 | - /09 | - /11 | - /13 | - /15 | 119 | 205 | 199 | 267 | curve | (3') | curve | (3) | ogee | (3) | |||||
| João Borges | Brazil | Eletrosul Centrais Elétricas SA | H | Caveiras | 23 | - /12 | - /12 | - /13 | 11/13 | 29 | 170 | |||||||||||||
| Shaqian | China | HydroChina Co. | F H | Furong | 57 | 10/11 | - /12 | - /13 | - /13 | 59 | ||||||||||||||
| Barra do Rio Chapéu | Brazil | Eletrosul Centrais Elétricas S/A | H W | Braço do Norte | 2 | - /12 | - /12 | - /13 | - /13 | 25 | 117 | |||||||||||||
| Huanza | Peru | Empresa de Generacion Huanza | H | Pallca | - /10 | - /12 | - /13 | - /14 | 38 | 85 | ||||||||||||||
| Shuangfengsi | China | Chengde Shuangfengsi Project Bureau | H | Luanhe | 137 | - /11 | - /12 | - /13 | - /14 | 50 | 535 | 550 | ||||||||||||
| Lower Russei Chrum | Cambodia | Ministry of Mines and Energy | H | Russei Chrum | 62 | - /11 | - /12 | - /13 | - /14 | 59 | 325 | 170 | ||||||||||||
| Hongling | China | Guodian Haikong Hongling water construction Co. Ltd. | H I W | Dabian | 662 | - /11 | - /12 | - /13 | - /14 | 92 | ||||||||||||||
| Huhehaote (Hohhot) PSS - Downstream lower dam | China | Nei Mongol (Inner Mongolia) Electricity Corporation | H | Halasxinegou | 7 | - /12 | - /12 | - /13 | - /14 | 58 | 308 | 205 | 717 | |||||||||||
| Bajo Frío | Panama | Fountain Hydro Power Corp. | H | Chiriqui Viejo | - /12 | - /13 | - /13 | - /14 | 56 | 406 | 87 | 272 | ||||||||||||
| Aslandag | Turkey | DSI - State Hydraulic Works | 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) |
| Beyhan-I [H-F] | Turkey | Kalehan Energy Üretim ve Ticaret A.S. | H | Murat | 369 | - /09 | 03/12 | 03/14 | 03/15 | 97 | 361 | 1480 | 1661 | 0.70 | (7) | 0.70 | (3') | 300 | 300 | 90 | 40 | (M) | ||
| Song Bung 4 | Vietnam | EVN (Electrictie de Vietnam) | H | Vu Gia | 511 | 09/10 | 06/12 | 04/14 | 01/15 | 114 | 345 | 963 | 1170 | V 0.40 | 0.80 | (3')* | 300 | 3000 | 80 60 | 120 140 | (N) & (F) | |||
| Willow Island [H-F] | USA | American Municipal Partners (AMP) | H | Ohio | 12/11 | 11/13 | 04/14 | 02/16 | 20 | 66 | 49 | 0.80 | (10) | 0.80 | (10) | separate | 230 | 230 | 116 | 62 | (F) | |||
| Guanyinyan | China | Datang Huarui Investment Group Ltd. | 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 | Ministry of Land, Infrastructure, Transport and Tourism | F H I | Iwaki | 141 | 10/08 | 05/10 | 08/14 | 03/16 | 97 | 342 | 500 | 717 | V 1.00 | (1) (1) | 0.74 | (1) | 0.74 | (1) | 250 | 1000 | 91 | 39 | (F) |
| Bonyic | Panama | Hidroécología Teribe (HET) S.A. | H | Bonyic | 1 | - /11 | - /13 | 08/14 | - /15 | 37 | 165 | 88 | ||||||||||||
| Smithland [H-F] | USA | American Municipal Partners (AMP) | H | Ohio | 12/11 | 03/14 | 10/14 | 07/17 | 33 | 153 | 120 | 0.80 | (10) | 0.80 | (10) | separate | 230 | 230 | 118 | 64 | (F) | |||
| Pembelik [H-F] | Turkey | Darenhes A.S. | H | PeriSuyu | 358 | 11/10 | 03/13 | 10/14 | - /15 | 88 | 500 | 760 | 838 | 0.70 | (3')* | 0.70 | (3')* | 0.70 | (12) | 300 | 1200 | 120 | 0 | (-) |
| Xiangjiaba | China | China Three Gorges Corporation | H | Jinsha | 52 | - /06 | - /10 | - /14 | - /16 | 162 | 909 | |||||||||||||
| Tongzilin | China | Yalongjiang Valley Hydropower Development | H | Yalong | 1 | - /08 | - /10 | - /14 | - /16 | 71 | ||||||||||||||
| Ludila | China | Yunnan Huadian Hydropower Co. Ltd. | H | Jingsha | 1718 | 01/07 | - /11 | - /14 | - /15 | 140 | 622 | 1920 | V 0.20 | 0.75 | ||||||||||
| Yalnızardıç | Turkey | Akköy Energy A.S. | H | Gevne | 109 | - /09 | - /11 | - /14 | - /15 | 113 | 300 | 490 | ||||||||||||
| Rondinha | Brazil | H | Chapecó | - /12 | - /12 | - /14 | - /14 | 20 | ||||||||||||||||
| Kayabeyi | Turkey | Pelin Energy | 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 | CELEC (Corporatión Eléctrica del Ecuador) | H | Mauduriacu | 10 | 12/11 | - /13 | - /14 | 03/15 | 61 | 245 | 114 | 0.25 | 0.75 | 0.75 | (N) | ||||||||
| Gümüsören [H-F] | Turkey | DSI - State Hydraulic Works | H I W | Zamanti | 195 | - /11 | - /13 | - /14 | 06/15 | 37 | 842 | 1890 | 1943 | 0.70 | (3') | 0.76 | (3')* | 0.76 | (12) | 300 | 1200 | 84 | 36 | (F) |
| Oguzlar | Turkey | DSI - State Hydraulic Works | H | Ortasu | 20 | 09/08 | - /13 | - /14 | - /15 | 53 | 431 | 392 | 460 | 0.10 | (1) | 0.80 | (1)* | 0.80 | (12) | 300 | 600 | 100 | 0 | (-) |
| Musatepe | Turkey | DSI - State Hydraulic Works | H | Robozik | 13 | 09/08 | - /13 | - /14 | - /15 | 66 | 165 | 131 | 138 | 0.10 | (1) | 0.80 | (3')* | 0.80 | (12) | 300 | 1200 | 77 | 63 | (N) |
| Lijiahe [A] | China | Xian Water Affair Group | H | Bahe | 53 | - /11 | - /13 | - /14 | - /15 | 99 | 352 | 370 | 478 | |||||||||||
| Songyue (2nd Stage) | China | Helong Electricity Corporation | F H I R W | Hailanhe | 21 | - /12 | - /13 | - /14 | - /15 | 41 | 271 | V | (1) | 0.73 | (10) | conduit | 300 | 2000 | 80 | 100 | (F) | |||
| Karakuz | Turkey | Derin Enerji Uretim San. Ve Tic. A.S. | H | Kökün | 5 | - /12 | - /13 | - /14 | - /15 | 45 | 162 | 400 | ||||||||||||
| Adigüzel II | Turkey | Peker Energy Inc | H | Büyük Menderes | 15 | - /12 | - /13 | - /14 | - /15 | 61 | 145 | 150 | ||||||||||||
| Ayvali | Turkey | Ozdogan Enerji | H | Oltu | 308 | 04/11 | 02/13 | 02/15 | 10/15 | 177 | 405 | 1650 | 1900 | V | (3') | 0.75 | (3')* | 0.75 | (12) | 300 | 300 | 50 100 | 110 120 | (F) |
| Göktas 1 [H-F] | Turkey | Bereket Energy | H | Zamanti | 109 | 04/11 | 03/13 | 03/15 | - /16 | 133 | 200 | 749 | 900 | 0.30 1.00 | (1) (1) | 0.60 1.00 | (1) (1)* | 0.75 | (12) | 300 | 300 | 50 | 50 | (F) |
| Kotanli II [A-G] | Turkey | EBD En. Ür. ve Tic. A.S. | H | Kura | 20 | 10/12 | 05/14 | 04/15 | 11/15 | 70 | 250 | 248 | 252 | 0.15 | (3) | 0.70 | (3')* | 0.70 | (12) | 300 | 300 | 85 | 130 | (N) |
| Lai Chau | Vietnam | EVN (Electrictie de Vietnam) | H | Song Da (Black River) | 1215 | 06/10 | 03/13 | 05/15 | 07/17 | 131 | 620 | 1884 | 2500 | V | (3') | 0.75 | (3')* | 0.75 | (12) | 300 | 300 | 60 | 160 | (F) |
| Teesta low dam (Stage IV) | India | NHPC Ltd. | H | Teesta | 37 | 05/06 | 01/13 | 05/15 | 08/16 | 45 | 196 | 167 | 170 | 0.40 | (3')* | 0.80 | (3')* | separate | 300 | 300 | 85 | 135 | (F) | |
| Cerro del Águila | Peru | IC Power | H | Mantaro | 37 | 11/12 | 08/14 | 06/15 | - /16 | 89 | 270 | 250 | 450 | 0.10 | (1) | 0.75 | (1)* | 0.75 | (12) | 300 | 600 | 115 | 23 | |
| Xekaman 1 | Laos | Xekaman Power Ltd. | H | Xe Kaman | 3120 | 03/12 | 05/13 | 07/15 | 12/16 | 120 | 335 | 870 | 1065 | V | (3')* | (3')* | (12) | 300 | 300 | 70 | 130 | (F) | ||
| Ulu Jelai/Susu | Malaysia | Tenaga Nasional Berhad (TNB) | H | Bertam, Telom and Lemoi | 18 | 03/11 | 03/14 | 09/15 | 07/16 | 90 | 513 | 731 | 747 | V | (4') | 0.80 | (3')* | 0.80 | (1)* | 400 | 2400 | 100 95 | 0 0 | (-) |
| Gibe III | Ethiopia | Ethiopian Electric Power (EEP) | H | Omo | 14690 | 04/08 | 12/11 | 10/15 | - /16 | 246 | 630 | 6200 | 6400 | 0.25 | (3') | 1.00 | (3')* | 1.00 | (3')* | 400 | 400 | 70 to 120 | 45 to 60 | (S) |
| Tuokou | China | China Power International Development | H | Yuan | 1384 | - /10 | - /12 | - /15 | - /16 | 82 | 649 | |||||||||||||
| Burç | Turkey | Aksa Energy Production Trade and Industry Co. Inc. | 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) | |
| Nam Ou 5 | Laos | EDL (Electricite du Laos) | H | Nam Ou | 335 | - /11 | - /13 | - /15 | 05/16 | 74 | 445 | |||||||||||||
| Teles Pires | Brazil | ANEEL (Agência Nacional de Energia Elétrica) | H | Teles Pires | 1 | 07/11 | - /13 | - /15 | 09/16 | 67 | 360 | 500 | 1020 | |||||||||||
| Guoduo | China | Huaneng Guoduo Hydropower Co. Ltd. | H | Zha Qu | 80 | - /12 | - /13 | - /15 | - /16 | 83 | 236 | 550 | ||||||||||||
| Kasimlar | Turkey | Değirmenüstü Energy | H | Köprüçay | 43 | - /12 | - /13 | - /15 | - /16 | 90 | 235 | 330 | ||||||||||||
| Mata Velha [H-F] | Brazil | CPFL Renovaveis | H | Preto | 38 | - /14 | - /14 | - /15 | 04/16 | 30 | 180 | 45 | 65 | 1.25 | 1.25 | 1.25 | ||||||||
| Nam Khan 3 | Laos | EDL (Electricite du Laos) | F H W | Nam Khan | 249 | 12/12 | - /14 | - /15 | 06/16 | 67 | 154 | 125 | 145 | |||||||||||
| Fazenda | Brazil | ENEL Green Power Fazenda S.A. | H | dos Apiacás | 2 | - /12 | - /14 | - /15 | 09/16 | 21 | 503 | |||||||||||||
| Salto Apiacás | Brazil | ENEL Green Power Salto Apiacás S.A | H | dos Apiacás | 2 | - /12 | - /14 | - /15 | - /16 | 17 | 486 | |||||||||||||
| Las Cruces (formerly San Bartolo) | Panama | Corporacion de Energia del Istmo Ltd. S.A. | H | San Pablo | 39 | - /13 | - /14 | - /15 | - /16 | 41 | 371 | 77 | V | (3') | 0.85 | (3')* | 0.85 | (12) | 300 | 300 | 90 | 0 | (-) | |
| Shuishimen [A] | China | Yunxi Shuishimen Reservoir Bureau | F H W | Tianhe | 37 | - /13 | - /14 | - /15 | - /16 | 86 | 150 | |||||||||||||
| Dayakou [A] | China | Guangdong Yuedian Group Co., Ltd | H | Nanpeng | 170 | - /13 | - /14 | - /15 | - /16 | 99 | 300 | 210 | ||||||||||||
| Jubinha I | Brazil | Itamarati Norte S.A. | H | Jubinha | 480 | - /15 | - /15 | - /15 | - /15 | 21 | 1540 | |||||||||||||
| Juba IV | Brazil | Itamarati Norte S.A. | H | Juba | 7 | - /15 | - /15 | - /15 | - /15 | 26 | 570 | |||||||||||||
| Neelum-Jhelum | Pakistan | Neelum Jhelum Hydropower Company | H | Neelum | 8 | - /08 | - /14 | 08/16 | 11/17 | 47 | 125 | 156 | 154 | 51 | (S) | |||||||||
| Trung Son | Vietnam | EVN (Electrictie de Vietnam) | F H | Ma | 349 | 11/12 | 04/14 | 08/16 | 02/17 | 88 | 498 | 770 | 1140 | V 0.35 | (3') (3')* | 0.65 | (3')* | 0.65 | (12) | 300 | 300 | 60 70 | 140 150 | (N) |
| Yukari (Upper) Kaleköy | Turkey | Kalehan Energy Üretim ve Ticaret A.S. | H | Murat | 784 | 06/12 | 06/14 | 09/16 | 04/18 | 150 | 516 | 2224 | 2414 | 0.25 | (7) | 0.80 | (1) | 300 | 300 | 90 | 40 | (M) | ||
| Kargi | Turkey | Limak Energy | H | Sakarya | 50 | - /11 | - /15 | 12/16 | 06/17 | 95 | 270 | 535 | ||||||||||||
| Uludere | Turkey | DSI - State Hydraulic Works | 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 | Vinacomin | H | Dong Nai | - /10 | - /12 | - /16 | - /18 | 72 | 471 | ||||||||||||||
| Kirazlı Köprü | Turkey | DSI - State Hydraulic Works | H I | Gökırmak | 66 | - /99 | - /13 | - /16 | - /17 | 73 | 280 | 330 | 0.10 | (1) | 0.90 | (1) | 300 | 75 | 50 | (F) | ||||
| Beyyurdu | Turkey | DSI - State Hydraulic Works | 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 | Guilin Dayu Water Conservancy, Infrastructure, Construction and Investment Co. Ltd. | H | Xiaorong | 163 | - /10 | - /13 | - /16 | - /17 | 90 | 255 | |||||||||||||
| Belo Monte | Brazil | Norte Energia S.A. | H | Xingu | 5 | - /11 | - /13 | - /16 | - /20 | 74 | 680 | 63 | 2208 | V | 1.20 | separate | ||||||||
| Lianhua | China | Xiamen Water Resources Bureau | 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 | ICE (Instituto Costarricense de Electricidad - Costa Rican Institute of Electricity) | H | Tárcoles | 450 | - /11 | - /14 | - /16 | - /17 | 48 | 130 | 180 | 200 | 0.20 | 0.75 | (3')* | 0.75 | 300 | 2500 | 95 | 96 | (N) | ||
| Zongo II | DR Congo | SNEL | H | 05/12 | - /15 | - /16 | - /17 | 20 | ||||||||||||||||
| Serra dos Cavalinhos I | Brazil | Serra dos Cavalinhos I Energética S.A. | H | das Antas | 12 | - /13 | - /15 | - /16 | - /17 | 30 | 204 | |||||||||||||
| Guanchang | China | H I W | Qiduxi | 24 | - /14 | - /15 | - /16 | - /17 | 54 | 246 | ||||||||||||||
| Yunhe | China | H | Dangjiahe | 14 | - /14 | - /15 | - /16 | - /17 | 68 | 176 | ||||||||||||||
| Haokou | China | Datang Investment Group Ltd. | H | Furong (Pangu) | 90 | - /14 | - /15 | - /16 | - /17 | 85 | 211 | |||||||||||||
| Xiangbiling [A] | China | SPIC Guizhou Jinyuan Hydroelectirc Powerplant | H | Niulan | 263 | - /14 | - /15 | - /16 | - /17 | 136 | 459 | |||||||||||||
| Ambarau [H-F] | DR Congo | RandGold | H | Kibali | 6 | 11/14 | 05/15 | - /16 | - /17 | 21 | 255 | 33 | 40 | 0.75 | (4')* | 0.75 | (1)* | 0.75 | (1) | 300 | 300 | 100 | 0 | (-) |
| Köroglu Kotanli 1 [A-G] | Turkey | EBD Enerji Üretim. ve Tic. A.S. | H | Kura | 73 | 03/15 | 06/15 | 02/17 | 04/17 | 100 | 404 | 640 | 680 | V | (3') | 0.60 | (3')* | 0.60 | (12) | 300 | 300 | 85 | 130 | (N) |
| Patuca 3 | Honduras | ENEE (Empresa Nacional de Energia Eléctrica) | H | Patuca | 208 | - /12 | - /16 | 02/17 | 12/20 | 54 | 160 | 120 | 160 | 0.20 | (1) | 0.75 | (1)* | 0.75 | (12) | 300 | 3000 | 107 | 57 | (N) |
| Laúca | Angola | Ministry of Energy and Water/GAMEK | H | Kwanza | 5482 | 07/12 | 09/14 | 03/17 | 06/18 | 132 | 1075 | 2646 | 2766 | V 0.10 | (1) | 0.85 | (1)* | 0.85 | (12) | 300 | 300 | 90 | 0 | (-) |
| Okshtuni | Albania | Diteko Sh.p.k | F H | Okshtuni | 7 | 08/15 | 03/17 | 10/17 | 02/18 | 65 | 253 | 141 | 194 | V 0.15 | (12) | 0.90 | (12)* | 0.90 | (12)* | 300 | 300 | 115 | 0 | (-) |
| Wanjiakouzi [A] | China | China Datang Corporation | H | Gexiang | 279 | - /09 | - /12 | - /17 | - /18 | 168 | 413 | 760 | 1020 | 66 | 100 | (F) | ||||||||
| Dyraaba (part of Uma Oya Project) | Sri Lanka | Ministry of Irrigation and Water Resources Management | H I | Mathatilla Oya | 1 | - /11 | - /13 | - /17 | - /18 | 50 | 165 | 40 | 50 | V | (1) | (1)* | (12) | 300 | 300 | 95 | 95 | (F) | ||
| Minas San Francisco | Ecuador | Celec Ererjubones Cp | H | Jubones | 14 | - /12 | - /14 | - /17 | 08/18 | 78 | 209 | 300 | 300 | |||||||||||
| Wunonglong | China | Huaneng Lancang River Hydropower Co. Ltd. | H | Lancang (Mekong) | 272 | 06/10 | - /15 | - /17 | - /18 | 138 | 247 | |||||||||||||
| Sinop | Brazil | Companhia Energetica Sinop-CES | H | Teles Pires | - /14 | - /15 | - /17 | - /19 | 17 | |||||||||||||||
| Incir | Turkey | Enerji S.A. | H | Buyuk Cay | - /13 | - /16 | - /17 | - /18 | 150 | |||||||||||||||
| Senhora do Porto | Brazil | PCH Senhora do Porto S.A | H | Guanhães | 5 | - /14 | - /16 | - /17 | - /18 | 41 | 167 | |||||||||||||
| Ximihe | China | H I W | Ximihe | 17 | - /14 | - /16 | - /17 | - /18 | 88 | 147 | ||||||||||||||
| Piedra Puntuda | Nicaragua | Hidroelectlea Piedra Puntuda and Energia Tropical Sostearble Cerro Frio S.A. | H | Río Mico | - /15 | - /16 | - /17 | - /18 | 23 | 0.70 1.00 | (5) (5) | 0.70 1.00 | (1)* (1)* | 0.70 | (1)* | |||||||||
| Fendou | China | Muling Fendou Reservoir Construction office | 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 | Mabie | 99 | - /15 | - /16 | - /17 | - /18 | 108 | 182 | ||||||||||||||
| Huangdeng | China | Yunnan Huaneng Lancang River Hydropower Co.,Ltd. | H I R | Lancang (Mekong) | 1613 | 01/10 | 04/15 | 04/18 | 06/19 | 203 | 464 | 2753 | 3670 | (3') | (3') | (12) | 300 | 300 | 82 67 | 100 100 | (F) | |||
| Nam Ngiep 1 | Laos | Nam Ngiep 1 Power Company | H | Nam Ngiep | 1192 | 09/14 | 04/16 | 04/18 | 08/19 | 167 | 540 | 2288 | V | (3') | (3')* | (12) | 300 | 2400 - 3600 | 80 60 | 120 70 | (F) | |||
| Muskrat Falls North Dam | Canada | NALCOR | H | Churchill | 08/15 | 07/17 | 09/18 | 07/19 | 39 | 450 | 208 | 243 | V | (1) | 0.80 | (1)* | 0.80 | (1) | 300 | 3000 & 1500 | 80 | 140 | (F) | |
| Xayaburi (Left bank closure section) | Laos | XPCL (Xayaburi Power Company Ltd.) | H | Mekong | 03/12 | 01/18 | 12/18 | 10/19 | 40 | 109 | 82 | 85 | V | (1) | (16) | 300 | 300 | 60 | 100 | (F) | ||||
| Dahuaqiao | China | Huaneng Lancang River Hydropower Co. Ltd. | H | Lancang (Mekong) | 262 | - /10 | - /13 | - /18 | - /19 | 107 | 232 | 112 | ||||||||||||
| Puhulpola (part of Uma Oya Project) | Sri Lanka | Ministry of Irrigation and Water Resources Management | H I | Dulgolla Oya | 1 | - /11 | - /13 | - /18 | - /19 | 35 | 174 | 30 | 40 | V | (1) | (1)* | (12) | 300 | 300 | 95 | 95 | (F) | ||
| Lidi | China | Huaneng Lancang River Hydropower Co. Ltd. | H | Lancang (Mekong) | 75 | - /10 | - /14 | - /18 | - /19 | 75 | 346 | 1100 | ||||||||||||
| São Roque | Brazil | São Roque Energética S.A. | H | Canoas | - /12 | - /14 | - /18 | - /19 | 68 | 151 | 100 | 583 | V | 0.75 | 0.75 | |||||||||
| Balli | Turkey | DSI - State Hydraulic Works | H | Ortasu | 6 | - /08 | - /14 | - /18 | - /20 | 51 | 188 | 144 | 0.10 | (1) | 0.80 | (1) | 0.70 | (3') | 300 | 300 | 95 | 45 | (N) | |
| Maojiahe [A] | China | China Power Investment Corporation | H | Qingshuihe | 13 | - /14 | - /16 | - /18 | - /19 | 75 | 166 | |||||||||||||
| Mangshan | China | F H I W | Changlehe | 133 | - /15 | - /16 | - /18 | - /19 | 101 | 355 | ||||||||||||||
| Gulpur | Pakistan | WAPDA (Water and Power Development Authority) and MIRA Power Ltd. (a subsidiary of KOSEP) | H | Poonch | 22 | 09/14 | - /16 | - /18 | 02/20 | 35 | 238 | |||||||||||||
| Datengxia | China | Guangxi Datengxia Gorge Water Conservancy Development Co. .Ltd. | F H N W | Xijiang | 3479 | - /14 | - /16 | - /18 | 07/20 | 80 | 7100 | |||||||||||||
| Don Sahong | Laos | Don Sahong Power Company (Mega First Corporation Berhad and Électricité du Laos) | H | Mekong | 24 | 10/15 | - /16 | - /18 | 12/19 | 26 | 6800 | 566 | 609 | 0.30 | (1) | 0.75 | (1) | 0.75 | (1) | 300 | 2400 | 55 | 103 | (F) |
| Quebra Dentes | Brazil | Quevedos Energética S.A | H | Toropi | 3 | - /15 | - /17 | - /18 | - /19 | 23 | 206 | |||||||||||||
| Jacaré | Brazil | PCH Jacaré S.A. | H | Guanhães | 14 | - /15 | - /17 | - /18 | - /19 | 33 | 121 | |||||||||||||
| Zhuangli | China | Zhuangli reservoir construction and management office | F H I W | Shizihe | 133 | - /15 | - /17 | - /18 | - /19 | 44 | 49 | |||||||||||||
| Narli | Turkey | Aksa Energy Production Trade and Industry Co. Inc. | H | Göksu | 27 | - /16 | - /17 | - /18 | - /19 | 47 | 153 | 49 | 68 | (14) | (14) | 300 | 300 | 65 | 50 | (F) | ||||
| Itaocara | Brazil | Cemig Geração e Transmissão SA and Itaocara Energia Ltda | H | Paraiba do Sul | 1700 | 01/16 | - /17 | - /18 | - /19 | 50 | ||||||||||||||
| Melen | Turkey | DSI - State Hydraulic Works | H I W | Melen | 693 | - /13 | 06/15 | 03/19 | - /25 | 124 | 944 | 1871 | 2096 | 0.15 | (3') | 0.70 | (3')* | 0.70 | (3') | 300 | 300 | 90 | 60 | (F) |
| Yamba | Japan | Ministry of Land, Infrastructure, Transport and Tourism | F H I N W | Agatsuma | 108 | 08/14 | 05/17 | 05/19 | 10/19 | 116 | 291 | 575 | 911 | 0.15 | (1) | 0.80 | (1) | 0.08 | (1) | 250 | 1000 | 91 | 39 | (F) |
| Barra das Águas | Brazil | PCH Águas do Rio Irani Energética SPE Ltda. | H | Irani | 11 | - /17 | 04/18 | 07/19 | - /20 | 34 | 235 | |||||||||||||
| Saddle Dam D (Xe-Pian Xe-Namnoy) | Laos | Xe-Pian Xe Namnoy Power Company | H | Xepian | 1043 | 10/18 | 04/19 | 10/19 | - /19 | 56 | 430 | 170 | 200 | V | none | 300 | 300 | (F) | ||||||
| Biratori | Japan | Ministry of Land, Infrastructure, Transport and Tourism | F H I N W | Nukapira | 46 | - /73 | - /87 | - /19 | - /21 | 57 | 600 | 180 | V | (1) | 0.78 | (1) | 0.78 | (1) | ||||||
| Shah wa Arüs | Afghanistan | Ministry of Energy and Water | 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 | Hidrotárcoles | H | Tárcoles | 7 | - /15 | - /16 | - /19 | - /20 | 49 | ||||||||||||||
| Luojiu | China | H | 346 | - /15 | - /17 | - /19 | - /20 | 60 | ||||||||||||||||
| Wacun | China | H | Youjiang | 536 | - /15 | - /17 | - /19 | - /20 | 105 | 365 | ||||||||||||||
| Mellègue Amont [H-F] | Tunisia | Ministère de l’Agriculture | H I | Oued Mellègue | 195 | - /16 | - /17 | - /19 | - /20 | 68 | 430 | 500 | 560 | 0.60 | 0.60 | 0.60 | 90 | 0 | (-) | |||||
| Gaosheng | China | Yalong River Hydropower Development Co. Ltd. | H | Hongdu | 100 | - /16 | - /17 | - /19 | - /20 | 121 | ||||||||||||||
| Wudongde secondary dam | China | China Yangzi River Three Gorges Group | H | Jinsha (Yangtze) | 7400 | 04/18 | - /18 | - /19 | 06/19 | 96 | 163 | 466 | ||||||||||||
| Macacos | Brazil | Pesqueiro Energia S/A | H | Jaguariaiva | 1 | - /18 | - /18 | - /19 | - /20 | 16 | 217 | |||||||||||||
| Çetin [H-F] | Turkey | DSI - State Hydraulic Works | H | Botan | 614 | - /12 | 09/18 | 01/20 | 03/20 | 165 | 492 | 4741 | 4800 | 0.70 | (1) | 0.70 | (1)* | 0.70 | (1)* | 90 | 0 | (-) | ||
| Kafue Gorge Lower (KGL) | Zambia | Kafue Gorge Lower Power Development Co. Ltd. | 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 | Federal Ministry of Power, Nigeria | F H | Kaduna | 11400 | 09/13 | 01/18 | 08/20 | 10/21 | 101 | 1090 | 1920 | 2400 | V | (3') | 0.75 | (3')* | 0.75 | (12) | 300 | 300 | 59 69 94 | 76 69 76 | (F) |
| Arenal I-II [A-G] | Honduras | Energias Limpias del Yaguala SA de CV | 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 | Kalehan Energy Üretim ve Ticaret A.S. | H | Murat | 556 | 03/13 | - /15 | - /20 | 04/21 | 125 | 346 | 1192 | 1342 | 0.25 | (7) | 0.80 | (3) | separate | 300 | 300 | 90 | 40 | (M) | |
| Yanagawa | Japan | Iwate Prefecture | F H W | Yana | 19 | 12/14 | - /17 | - /20 | 03/21 | 77 | 243 | 213 | ||||||||||||
| Tan My | Vietnam | Ministry of Agriculture and Rural Development | H I W | Cai | 219 | - /16 | - /18 | - /20 | - /21 | 67 | 603 | 510 | 640 | |||||||||||
| Souapiti | Guinea | Ministry of Energy and Hydraulics | H | Konkouré | 6300 | - /16 | - /18 | - /20 | - /21 | 116 | 1200 | 3 | ||||||||||||
| 3 de Febrero (formerly El Chaparral) [H-F] | El Salvador | Comisión Ejecutiva Hidroeléctrica del Rio Lempa (CEL) | H | Torola | - /09 | - /18 | - /20 | 10/23 | 88 | 324 | 375 | 450 | 0.20 | (7') | 0.80 | (7') | 0.80 | (7') | 300 | 300 | 94 | 63 | (N) | |
| Gürsöğüt 1 | Turkey | Limak Energy | H | Sakarya | 77 | - /19 | - /19 | - /20 | - /20 | 67 | 135 | 105 | 115 | |||||||||||
| Center Hill Auxiliary Backup Dam | USA | US Army Corps of Engineers - Nashville District | 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)* | ||||||||||
| Bela Vista | Brazil | Bela Vista Geracao de Energia S.A. | H | Chapim | 7 | - /00 | - /00 | - /00 | - /00 | 21 | 393 | |||||||||||||
| Meizhou PSS - Upper dam | China | China Southern Power Grid | H | 41 | - /18 | - /19 | - /20 | - /21 | 60 | |||||||||||||||
| Meizhou PSS - Lower dam | China | China Southern Power Grid | H | 45 | - /18 | - /19 | - /20 | - /21 | 85 | |||||||||||||||
| Gürsöğüt 2 | Turkey | Limak Energy | H | Sakarya | 10 | - /19 | - /19 | - /20 | - /21 | 56 | 275 | 216 | 230 | |||||||||||
| Nam Kong 3 | Laos | Chaleun Sekong Energy Co Ltd (CSE) | 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 | China Huadian Group Co. Ltd. | H | Yaluzangbu (Brahmaputra) | 55 | - /16 | 03/19 | 04/21 | - /23 | 118 | 385 | 937 | 1442 | 93 60 | 93 100 | |||||||||
| Busanga [A] | DR Congo | Sicomines | H | Lualaba | 11/17 | - /19 | 07/21 | 11/21 | 142 | 620 | 770 | |||||||||||||
| Dong Mit | Vietnam | H | Song An Lao | 90 | 02/19 | 07/19 | 08/21 | 06/22 | 68 | 378 | 353 | 456 | ||||||||||||
| Hatta PSS-Saddle dam | UAE | DEWA | H | 12/19 | 03/21 | 09/21 | - /24 | 38 | 184 | 41 | 45 | (7) | (7) | (7)* | 300 | 300 | 65 | 120 | (F) | |||||
| Site C | Canada | BC Hydro | H | Peace | 2644 | - /15 | 07/17 | 10/21 | 08/25 | 71 | 800 | 1740 | V | (1) | 0.80 | (3') | 0.80 | (3')* | 300 | 300 | 80 | 130 | (F) | |
| Yangjiang PSP - Upper dam | China | China Southern Power Grid Co. | H | Moyang | 18 | 01/17 | - /19 | 11/21 | 06/22 | 101 | 477 | 652 | 300 | 6000 | ||||||||||
| Fengman (new) | China | Northeast China Electric Power | H | Songhua | 10377 | - /13 | - /15 | - /21 | - /22 | 95 | 1068 | 2700 | ||||||||||||
| Maling [A] | China | H | 219 | - /16 | - /18 | - /21 | - /22 | 90 | ||||||||||||||||
| Huangzangsi | China | H | Heihe | 403 | - /16 | 08/18 | - /21 | - /22 | 123 | |||||||||||||||
| Cachoeira Cinco Veados | Brazil | Rincão dos Albinos Energética S.A. | H | Toropi | 13 | - /18 | - /19 | - /21 | 08/22 | 35 | 206 | |||||||||||||
| La Trong | Vietnam | H | Song Gianh | 01/90 | 03/90 | 04/90 | 05/90 | 76 | V | (2) | 0.80 | (17) | 0.80 | (17) | (-) | |||||||||
| Kongzhai | China | H | Bala | 3 | - /17 | - /19 | - /21 | - /22 | 47 | |||||||||||||||
| Tuxikou [A] | China | F H | Qianhe | 160 | - /18 | - /19 | - /21 | - /22 | 132 | |||||||||||||||
| Rio do Peixe | Brazil | CPFL Energias Renovavies S.A. | H | do Peixe | - /18 | - /20 | - /21 | 07/22 | 32 | 300 | ||||||||||||||
| Nam Theun 1 | Laos | Nam Theun 1 Power Company | H | Nam Kading, aka Nam Theun | 3009 | 08/15 | 01/19 | 01/22 | 08/22 | 187 | 772 | 4141213 | 4320 | (3')* | 300 | 3000 & 9000 | 100 130 | 130 120 | (F) | |||||
| Grand Ethiopian Renaissance Dam (GERD) | Ethiopia | Ethiopian Electric Power (EEP) | H | Blue Nile | 74000 | 12/10 | 05/13 | 05/22 | - /24 | 160 | 1790 | 10100 | 10500 | 0.22 | (3') | 1.00 | (3')* | 1.00 | (3')* | 400 | 400 | 67 to 105 | 23 to 35 | (N) |
| Tayabasan weir [H-F] | Philippines | Wawa JV Co. Inc. (Prime Infrastructure Capital Inc and San Lorenzo Ruiz Builders and Developers Group) | H I W | Tayabasan | 1 | - /20 | - /21 | 05/22 | 07/22 | 24 | 114 | 30 | 0.40 | (4') | 0.40 0.92 | (3') | 0.92 | (1)* | 300 | 300 | 90 | 120 | (F) | |
| Hatta PSS-Upper dam | UAE | DEWA | H | 12/19 | 11/21 | 08/22 | - /24 | 72 | 222 | 170 | 180 | (7) | (7) | none | 300 | 300 | 65 | 120 | (F) | |||||
| Huanglinxia | China | H W | Hanshui | 221 | 10/18 | - /20 | 11/22 | 07/23 | 70 | 349 | ||||||||||||||
| Julius Nyerere (formerly Rufiji) | Tanzania | TANESCO (Tanzania Electric Supply Company Ltd.) | H | Rufiji | 3680 | 12/18 | 10/20 | - /22 | 12/23 | 134 | 1025 | 1420 | 1940 | 0.20 | (3') | 0.75 | (3')* | 0.75 | (12) | 93 | 62 | (F) | ||
| Fuzikou | China | Guilin Dayu Water Infrastructure Development Investment Co. Ltd. | F H | Lijiang | 188 | 11/11 | - /13 | - /22 | - /23 | 77 | 239 | 304 | ||||||||||||
| Chame Shir [A-G] | Iran | Iran Water & Power Resources Development Company (IWPC) | F H I W | Zohreh | 2300 | - /11 | - /16 | - /22 | 07/23 | 151 | 680 | 1100 | 1200 | V | 0.70 | 300 | 300 | 160 | 0 | (-) | ||||
| Kapiçay | Turkey | DSI - State Hydraulic Works | H I | Basgöz | 5 | - /14 | - /18 | - /22 | - /24 | 50 | 136 | 126 | V | (1) | 0.80 | (1) | 300 | 84 | 56 | |||||
| Tuoba | China | Huaneng Lancang River Hydropower Co. Ltd. | H | Langcang (Mekong) | 1338 | - /15 | - /18 | - /22 | - /24 | 158 | 508 | 3600 | ||||||||||||
| Xiakoutang [A] | China | Lichuan City Yujiang Valley Hudropower Ltd. Hubei Province | F H | Yu | 55 | - /17 | - /19 | - /22 | - /22 | 70 | ||||||||||||||
| Luoyuanhuokou | China | H | Ao | 297 | - /17 | - /19 | - /22 | - /23 | 91 | |||||||||||||||
| Tingzikou | China | Jialing River Tingzikou Water Resources and Hydropower Development Co. Ltd. | F H I N W | Jialing | 4067 | 11/09 | - /19 | - /22 | - /25 | 116 | 995 | |||||||||||||
| Houay LaNge | Laos | Houay LaNge Power Co. Ltd. (JV of China-based Hebei Construction and Investment Group Co., Ltd (HCIG) and CS Energy (Laos)) | H | Houaylange | 14 | 02/18 | - /20 | - /22 | 05/23 | 59 | 174 | V | (3') | (3')* | (12) | |||||||||
| Kızlaryolu | Turkey | DSI - State Hydraulic Works | H I | Devrez | 115 | - /17 | - /20 | - /22 | - /23 | 92 | 261 | 447 | ||||||||||||
| Singrobo-Ahouaty | Ivory Coast | Ivoirian Hydro Energy | H | Bandama | 105 | 10/19 | - /21 | - /22 | 03/23 | 24 | ||||||||||||||
| Nam Ngum 4 | Laos | EDL (Electricite du Laos) | H | Nam Ngum | 110 | 02/18 | 03/19 | 01/23 | - /24 | 74 | 252 | 230 | (3')* | 82 | 100 | |||||||||
| Lom Pangar | Cameroon | EDC (Electricity Development Corporation) | F H | Lom | 6000 | - /19 | 02/21 | 03/23 | 09/24 | 46 | 185 | 175 | 290 | V | (1) | 0.85 | (1) | 0.85 | (12) | 300 | 300 | 100 | 100 | (F) |
| Priest Rapids Right Embankment | USA | Grant County Public Utility District | H | Columbia | 10/21 | 04/22 | 03/23 | 10/23 | 17 | 564 | 386 | V | (3') | V 0.75 | (3') (17) | none | 300 | 300 - | 87 | 137 | (F) | |||
| Nam Sum 3 | Laos | Nam Sam 3 Power Co. Ltd. (part of Phongsubthavy Group) | H | Nam Xam | 435 | 10/19 | 07/21 | 04/23 | 12/23 | 122 | 321 | 907 | 987 | V | (3') | (3')* | 60 | 140 | (F) | |||||
| El Tornillito | Honduras | Hidrovolcan | H | Ulua | 242 | - /17 | - /21 | 05/23 | 10/24 | 83 | 440 | |||||||||||||
| Hirase | Japan | F H W | Nishiki | 30 | - /10 | - /16 | - /23 | - /24 | 73 | 300 | 340 | |||||||||||||
| Jalaur afterbay dam | Philippines | National Irrigation Administration (NIA) | F H I W | Jalaur | - /19 | - /21 | - /23 | 07/24 | 38 | 150 | ||||||||||||||
| Jalaur High Dam (JRMP 2) | Philippines | National Irrigation Administration (NIA) | F H I W | Jalaur | 229 | - /19 | - /21 | - /23 | 07/24 | 109 | 267 | |||||||||||||
| Sehuencas (formerly Ivirizu) | Bolivia | ENDE Valle Hermoso S.A. | H | Ivirizu | 30 | - /18 | - /21 | - /23 | - /24 | 125 | 350 | |||||||||||||
| Manavgat Çardak | Turkey | DSI - State Hydraulic Works | H I | Sağırın Çayı | 8 | - /17 | - /22 | - /23 | - /24 | 44 | 185 | 540 | ||||||||||||
| Maiwan | China | Maiwan Water Conservancy | H I | Nandu | 615 | 04/20 | 03/22 | 05/24 | 07/25 | 79 | 377 | |||||||||||||
| Sidi Abbou | Morocco | Direction des Aménagements Hydrauliques | F H I W | Leben | 200 | 03/21 | 01/23 | 06/24 | - /25 | 71 | 149 | 207 | 257 | V | (1) | 0.90 | (1)* | 0.90 | (1) | 300 | 300 | 110 | 0 | |
| Naruse [H-F] | Japan | Ministry of Land, Infrastructure, Transport and Tourism | F H I W | Naruse | 79 | 05/18 | 10/19 | 08/24 | 11/26 | 115 | 755 | 4450 | 4850 | |||||||||||
| Hayghar (formerly Dehroud) [H-F] | Iran | Fars Water Authority | F H I W | Firooz Abad | 146 | - /09 | - /12 | - /24 | - /26 | 88 | 230 | 260 | 285 | 0.90 | (3') | 1.20 | (3')* | 1.20 | (12) | 300 | 300 | |||
| Uchigatani | Japan | F H | Kibishima | 12 | - /14 | - /18 | - /24 | - /26 | 84 | 270 | 328 | |||||||||||||
| Huokou | China | Department of Water Conservancy, Fujian Province | F H W | Aojiang | 297 | - /17 | - /21 | - /24 | - /25 | 91 | 338 | 300 | 663 | 0.10 | 0.76 | 0.76 | (F) | |||||||
| Quanzhou Bailai | China | F H W | 544 | 06/20 | 01/22 | - /24 | 12/25 | 106 | 596 | |||||||||||||||
| Song Giang 1 | Vietnam | Nexif Energy & Song Giang Hydropower Joint Stock Company | H I | Song Cái Nha Trong | - /19 | - /22 | - /24 | - /25 | 26 | |||||||||||||||
| Arraias | Brazil | CELG/Electronorte | H | Arraias | - /21 | - /23 | - /24 | - /25 | 29 | 560 | ||||||||||||||
| Batang Toru | Indonesia | PT. North Sumatra Hydro Energy | H | Batang Toru | 18 | 10/21 | 07/23 | 03/25 | - /26 | 79 | 137 | 500 | 300 | 2000 | ||||||||||
| Agios Georgios [H-F] | Greece | Terna Energiaki | H | Kapnitsorrema | 7 | 06/23 | 04/24 | 10/25 | 12/25 | 59 | 475 | 765 | 795 | 400 | 400 | |||||||||
| Katende | DR Congo | SNEL (Société Nationale d'Électricité) | H | Lulua | 08/11 | - /15 | - /25 | - /27 | 16 | |||||||||||||||
| El-Janneh [A-G] | Lebanon | EBML | H I W | Ibrahim (Abraham) | 38 | - /15 | 02/20 | - /25 | - /26 | 162 | 350 | 1450 | 300 | 300 | ||||||||||
| Fengshan | China | H | 104 | - /20 | - /22 | - /25 | - /25 | 90 | ||||||||||||||||
| Niulu | China | H I W | Niulushi | 66 | - /18 | - /22 | - /25 | - /26 | 80 | 391 | ||||||||||||||
| Gujun | China | Dazhou Major water works construction and management center | F H | Zhonhe | 128 | 12/20 | - /22 | - /25 | - /26 | 77 | ||||||||||||||
| Shafaroud | Iran | Iran Water & Power Development Company (IWPCo) | H I W | Shafaroud | 52 | 03/12 | 03/20 | 07/24 | 11/25 | 101 | 300 | 725 | 740 | 0.10 0.50 | (3') | 0.80 | (3')* | 0.80 | (12) | 300 | 300 | |||
| Gwayi-Shangani | Zimbabwe | Zimbabwe National Water Authority (Zinwa) | H I W | Gwayi | 634 | 09/04 | - /22 | - /26 | - /27 | 72 | 305 | 300 | 60 | 140 | (F) | |||||||||
| Yunxiao PSP - Upper dam | China | China Nuclear (Guodian Zhangzhou) Energy | H | 21 | - /17 | - /22 | - /26 | - /27 | 68 | |||||||||||||||
| Guanyin | China | Guizhou Water Conservancy Investment Group Co, Ltd | H I W | Guanyinsi | 121 | 12/21 | - /23 | - /26 | - /27 | 109 | ||||||||||||||
| TB | China | H | Lancang (Mekong) | 10/21 | - /23 | - /26 | - /27 | 158 | ||||||||||||||||
| Jiaoyan | China | H | Qingshui | 210 | 12/21 | - /23 | - /26 | - /27 | 96 | |||||||||||||||
| Piedra Cajón | Nicaragua | H | Río Mico | - /00 | - /00 | - /00 | - /00 | 49 | 0.70 1.00 | (5) (5) | 0.70 1.00 | (1)* (1)* | 0.70 | (1)* | ||||||||||
| Taghzirt | Morocco | Direction des Aménagements Hydrauliques | H I | Derna | 85 | - /22 | - /24 | - /26 | - /27 | 95 | ||||||||||||||
| Lower Chatkal | Uzbekistan | JSC Uzbekgidroenergo | H | Chatkal | 5 | - /23 | - /25 | - /26 | - /27 | 60 | 270 | |||||||||||||
| Koysha (Gibe IV) | Ethiopia | Ethiopian Electric Power (EEP) | H | Omo | 6900 | 09/13 | 06/20 | 02/27 | 05/28 | 201 | 1020 | 7350 | 7725 | 0.10 0.35 | (3') | 0.70 | (3')* | separate | 300 | 1500 | 130 | 25 | (N) | |
| Söylemez | Turkey | DSI - State Hydraulic Works | H I | Aras | 1295 | 04/22 | 04/24 | 11/27 | 09/28 | 113 | 270 | 718 | 750 | |||||||||||
| Oued Lakhdar | Morocco | Direction des Aménagements Hydrauliques | F H I W | Lakhdar | 150 | - /23 | - /25 | - /27 | - /27 | 110 | ||||||||||||||
| Cibeet [H-F] | Indonesia | PUPR (Public Works and Public Housing Ministry) | F H I W | Cibeet | 83 | 09/23 | - /25 | - /27 | - /28 | 47 | 960 | 371 | 0.90 | 0.90 | 0.90 | 250 | 750 | 106 | 0 | (-) | ||||
| Upper Yeywa (Kyaukme) | Myanmar | Department of Hydroelectric Power - Ministry of Electric Power | H | Myitnge | 341 | - /15 | - /24 | - /28 | - /29 | 102 | 266 | 532 | 580 | V | (3') | 0.80 | (3')* | 0.80 | (12) | 300 | 300 | |||
| Qingyukou | China | F H W | Bahe | 141 | 04/22 | - /24 | - /28 | - /29 | 71 | |||||||||||||||
| Caculo-Cabaça | Angola | Ministry of Energy and Water | H | Kwanza | 436 | 08/17 | - /25 | - /28 | 03/29 | 116 | 533 | 1075 | 1450 | V | 0.85 | (12)* | 0.85 | 300 | 2400 | 100 | 0 | |||
| Shin Maruyama | Japan | Kansai Electric Power | F H | Kiso | 131 | - /22 | - /25 | - /28 | - /30 | 118 | 341 | |||||||||||||
| Kala | China | Yalong River Hydropower Development Co. Ltd. | H | Yalong | 234 | 01/24 | 07/25 | - /28 | - /29 | 128 | 2560 | |||||||||||||
| Taraz | Iran | Khuzestan Province Power & Water Authority | H I W | Harkesh | 38 | - /18 | - /22 | - /29 | - /31 | 57 | 350 | 240 | ||||||||||||
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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: Ministry of Energy
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Irtysh
Reservoir capacity: 31 m3x106
Construction Dates
Start of Project: 05/55
Start of RCC: 05/55
End of RCC: 10/61
End of Project: 12/63
Specifications
Height: 90 metres
Length: 450 metres
Volume of RCC: 587 m3x103
Total volume: 988 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete blocks |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 1200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 135 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 80 | Low-lime flyash (ASTM Class F) |

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

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

Details
Country: Japan
Owner: Ministry of Construction
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Tama
Reservoir capacity: 254 m3x106
Construction Dates
Start of Project: 08/80
Start of RCC: 08/80
End of RCC: 07/86
End of Project: 12/90
Specifications
Height: 100 metres
Length: 441 metres
Volume of RCC: 772 m3x103
Total volume: 1150 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.60 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.81 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.81 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 150 - | 750 |
| 200 | 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 91 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 39 | Low-lime flyash (ASTM Class F) |

Details
Country: Japan
Owner: Fukushima Prefecture
Type: Gravity
Purpose(s): Flood Control / Hydropower / Water Supply
River: Mano
Reservoir capacity: 36 m3x106
Construction Dates
Start of Project: 12/83
Start of RCC: 12/83
End of RCC: 01/88
End of Project: 03/90
Specifications
Height: 69 metres
Length: 239 metres
Volume of RCC: 104 m3x103
Total volume: 219 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 180 | 500 |
Cementitious material
| Cement (kg/m3) |
|---|
| 96 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 24 | Low-lime flyash (ASTM Class F) |

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

Details
Country: Japan
Owner: Toyama Prefecture
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Ogawa
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: 03/83
Start of RCC: 03/83
End of RCC: 06/88
End of Project: 06/90
Specifications
Height: 84 metres
Length: 260 metres
Volume of RCC: 268 m3x103
Total volume: 361 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.90 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 180 | 500 |
Cementitious material
| Cement (kg/m3) |
|---|
| 96 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 24 | Low-lime flyash (ASTM Class F) |

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

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

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

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

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

Details
Country: China
Owner: Department of Water Resources & Hydropower, Guangxi Zhuang Autonomous Region
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation
River: Dulanghe
Reservoir capacity: 19 m3x106
Construction Dates
Start of Project: 04/88
Start of RCC: 04/88
End of RCC: 07/89
End of Project: 06/91
Specifications
Height: 53 metres
Length: 136 metres
Volume of RCC: 61 m3x103
Total volume: 108 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| 0.65 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| 69 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 140 | Low-lime flyash (ASTM Class F) |
| 111 |

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

Details
Country: China
Owner: Guodian Dadu River Basin Hydropower Development Co.
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: 1029 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: Ministry of Power Industry
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Naryn
Reservoir capacity: 140 m3x106
Construction Dates
Start of Project: -/82
Start of RCC: -/82
End of RCC: 12/89
End of Project: 12/90
Specifications
Height: 75 metres
Length: 320 metres
Volume of RCC: 100 m3x103
Total volume: 1300 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.78 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.78 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 400 | 400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 30 | Natural pozzolan (ASTM Class N) |

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: Hokkaido Development Bureau
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation
River: Shirobeshit-oshibetsu
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: 10/82
Start of RCC: 10/82
End of RCC: -/89
End of Project: 10/91
Specifications
Height: 40 metres
Length: 755 metres
Volume of RCC: 163 m3x103
Total volume: 360 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.80 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: China Southern Power Grid
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Nanpan
Reservoir capacity: 116 m3x106
Construction Dates
Start of Project: 01/84
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: Electricité de France
Type: Gravity
Purpose(s): Hydropower / Irrigation / Recreation
River: Riou
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 01/90
Start of RCC: 01/90
End of RCC: 07/90
End of Project: 03/91
Specifications
Height: 26 metres
Length: 308 metres
Volume of RCC: 41 m3x103
Total volume: 46 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork with external geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.60 | Slip-formed/extruded facing elements [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.60 | Slip-formed/extruded facing elements [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 120 | ROLAC (mixture of flyash and slag with or without limestone fines) |

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

Details
Country: Japan
Owner: Toyama Prefecture
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Sakai
Reservoir capacity: 60 m3x106
Construction Dates
Start of Project: 03/85
Start of RCC: 03/85
End of RCC: 07/91
End of Project: 01/93
Specifications
Height: 115 metres
Length: 298 metres
Volume of RCC: 373 m3x103
Total volume: 713 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.80 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.78 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.78 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 180 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |

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

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

Details
Country: Brazil
Owner: COMPESA (Companhia Pernambucana de Saneamento)
Type: Gravity
Purpose(s): Hydropower / Water Supply
River: Riacho do Chorão
Reservoir capacity: 15 m3x106
Construction Dates
Start of Project: -/89
Start of RCC: -/89
End of RCC: -/91
End of Project: -/92
Specifications
Height: 42 metres
Length: 360 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: Datang Yantan Hydropower Co. Ltd.
Type: Gravity
Purpose(s): Flood Control / Hydropower / Navigation
River: Hongshui
Reservoir capacity: 3350 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: Ministry of Energy and Oil of P. R. Angola
Type: Gravity
Purpose(s): Hydropower
River: Kwanza
Reservoir capacity: 4795 m3x106
Construction Dates
Start of Project: 02/87
Start of RCC: 02/87
End of RCC: 05/92
End of Project: 12/07
Specifications
Height: 110 metres
Length: 1203 metres
Volume of RCC: 757 m3x103
Total volume: 1154 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Slip-formed/extruded facing elements |
| RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 400 | 400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 70 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 100 | Milled sand |

Details
Country: China
Owner: Shuikou Hydropower Plant
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: China Guodian Corporation
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Navigation
River: Gan
Reservoir capacity: 2216 m3x106
Construction Dates
Start of Project: 11/84
Start of RCC: 11/84
End of RCC: 12/92
End of Project: 06/94
Specifications
Height: 68 metres
Length: 1104 metres
Volume of RCC: 156 m3x103
Total volume: 1480 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| ogee | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 65 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 105 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: China Southern Power Grid
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: China
Owner: Yellow River Conservancy Commission
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation
River: Luo
Reservoir capacity: 1175 m3x106
Construction Dates
Start of Project: -/78
Start of RCC: -/78
End of RCC: -/92
End of Project: -/93
Specifications
Height: 125 metres
Length: 315 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

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

Details
Country: China
Owner: Jinjiang Electric Co.
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Jinjianghe
Reservoir capacity: 189 m3x106
Construction Dates
Start of Project: 07/90
Start of RCC: 07/90
End of RCC: 03/93
End of Project: 07/93
Specifications
Height: 68 metres
Length: 229 metres
Volume of RCC: 182 m3x103
Total volume: 267 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.65 | Traditional concrete against formwork |
| Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 70 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 80 | Low-lime flyash (ASTM Class F) |

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

Details
Country: Japan
Owner: Okayama Prefecture
Type: Gravity
Purpose(s): Flood Control / Hydropower / Water Supply
River: Kamo
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: 10/89
Start of RCC: 10/89
End of RCC: 07/93
End of Project: 03/94
Specifications
Height: 76 metres
Length: 228 metres
Volume of RCC: 222 m3x103
Total volume: 342 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.60 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 96 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 24 | Low-lime flyash (ASTM Class F) |

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

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

Details
Country: China
Owner: Hainan Provincial Electric Power Company (HEPCO)
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Changhua
Reservoir capacity: 1710 m3x106
Construction Dates
Start of Project: 06/90
Start of RCC: 06/90
End of RCC: 12/93
End of Project: 07/95
Specifications
Height: 57 metres
Length: 719 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: Guizhou Hongfeng Hydropower Plant
Type: Gravity
Purpose(s): Hydropower
River: Sancha
Reservoir capacity: 420 m3x106
Construction Dates
Start of Project: -/89
Start of RCC: -/89
End of RCC: -/93
End of Project: -/94
Specifications
Height: 75 metres
Length: 196 metres
Volume of RCC: -
Total volume: 88 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

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

Details
Country: China
Owner: Lianjiang Water Conservancy Bureau
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Aojiang
Reservoir capacity: 172 m3x106
Construction Dates
Start of Project: 08/92
Start of RCC: 08/92
End of RCC: 05/94
End of Project: 06/95
Specifications
Height: 66 metres
Length: 274 metres
Volume of RCC: 180 m3x103
Total volume: 272 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| 0.77 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 65 |
| 55 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 125 | Low-lime flyash (ASTM Class F) |
| 95 |

Details
Country: China
Owner: Wenquanbao Reservoir Management Office
Type: Thin Arch
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Tanghe
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: 10/91
Start of RCC: 10/91
End of RCC: 06/94
End of Project: -/95
Specifications
Height: 48 metres
Length: 188 metres
Volume of RCC: 55 m3x103
Total volume: 63 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork with external geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.30 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| ogee | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 110 |
| 69 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 68 | Low-lime flyash (ASTM Class F) |
| 85 |

Details
Country: Mexico
Owner: CFE (Comisión Federal de Electricidad)
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Santiago
Reservoir capacity: 26 m3x106
Construction Dates
Start of Project: 11/93
Start of RCC: 11/93
End of RCC: 07/94
End of Project: 07/94
Specifications
Height: 48 metres
Length: 176 metres
Volume of RCC: 81 m3x103
Total volume: 110 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.66 | RCC against formwork [stepped face] |
| 0.80 |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 130 | Natural pozzolan (ASTM Class N) |

Details
Country: Canada
Owner: Hydro-Québec
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: Dongyuan County
Type: Gravity
Purpose(s): Hydropower
River: Yinjiang
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/92
Start of RCC: -/92
End of RCC: -/94
End of Project: -/94
Specifications
Height: 35 metres
Length: 115 metres
Volume of RCC: -
Total volume: 223 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.90 |
Downstream
| Slope | Type |
|---|---|
| 0.90 | [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.90 | [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

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

Details
Country: China
Owner: Huangcen Reservoir Management Office
Type: Thin Arch
Purpose(s): Flood Control / Hydropower / Irrigation
River: Leishui
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/92
Start of RCC: -/92
End of RCC: -/94
End of Project: -/95
Specifications
Height: 56 metres
Length: 147 metres
Volume of RCC: -
Total volume: 18 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| Low-lime flyash (ASTM Class F) | |

Details
Country: Japan
Owner: Ministry of Construction
Type: Gravity
Purpose(s): Flood Control / Hydropower / Water Supply
River: Nakatsu
Reservoir capacity: 193 m3x106
Construction Dates
Start of Project: 11/87
Start of RCC: 11/87
End of RCC: 02/95
End of Project: 03/01
Specifications
Height: 156 metres
Length: 400 metres
Volume of RCC: 1537 m3x103
Total volume: 2060 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | Traditional concrete against formwork |
| 0.60 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.625 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.625 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 150 - | 750 |
| 200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 91 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 39 | Low-lime flyash (ASTM Class F) |

Details
Country: Japan
Owner: Okayama Prefecture
Type: Gravity
Purpose(s): Flood Control / Hydropower / Water Supply
River: Takahashi
Reservoir capacity: 28 m3x106
Construction Dates
Start of Project: 03/89
Start of RCC: 03/89
End of RCC: 04/95
End of Project: 03/98
Specifications
Height: 98 metres
Length: 259 metres
Volume of RCC: 396 m3x103
Total volume: 670 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.77 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.77 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 91 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 39 | Low-lime flyash (ASTM Class F) |

Details
Country: Japan
Owner: Akita Prefecture
Type: Gravity
Purpose(s): Flood Control / Hydropower / Water Supply
River: Matsu
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: 07/90
Start of RCC: 07/90
End of RCC: 06/95
End of Project: 09/96
Specifications
Height: 65 metres
Length: 296 metres
Volume of RCC: 141 m3x103
Total volume: 294 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.70 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 91 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 39 | Low-lime flyash (ASTM Class F) |

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

Details
Country: China
Owner: Guanyinge Reservoir Management Bureau
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Taizi
Reservoir capacity: 2168 m3x106
Construction Dates
Start of Project: 05/90
Start of RCC: 05/90
End of RCC: 09/95
End of Project: 10/95
Specifications
Height: 82 metres
Length: 1040 metres
Volume of RCC: 1240 m3x103
Total volume: 1876 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.10 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 270 - | 750 |
| 280 |
Cementitious material
| Cement (kg/m3) |
|---|
| 91 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 39 | Low-lime flyash (ASTM Class F) |

Details
Country: Japan
Owner: Hokkaido Development Bureau
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Satsunai
Reservoir capacity: 54 m3x106
Construction Dates
Start of Project: 02/87
Start of RCC: 02/87
End of RCC: 10/95
End of Project: 03/99
Specifications
Height: 114 metres
Length: 300 metres
Volume of RCC: 536 m3x103
Total volume: 770 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.40 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 78 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 42 | Ground-granulated blast-furnace slag |

Details
Country: Japan
Owner: Water Resources Development Public Corporation
Type: Gravity
Purpose(s): Flood Control / Hydropower / Water Supply
River: Urayama
Reservoir capacity: 58 m3x106
Construction Dates
Start of Project: 03/90
Start of RCC: 03/90
End of RCC: 12/95
End of Project: 03/99
Specifications
Height: 156 metres
Length: 372 metres
Volume of RCC: 1294 m3x103
Total volume: 1750 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.65 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
| 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 91 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 39 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: Fengdu Water Resources Bureau
Type: Gravity
Purpose(s): Flood Control / Hydropower / Recreation
River: Longxihe
Reservoir capacity: 105 m3x106
Construction Dates
Start of Project: 12/92
Start of RCC: 12/92
End of RCC: -/95
End of Project: -/96
Specifications
Height: 84 metres
Length: 445 metres
Volume of RCC: 335 m3x103
Total volume: 564 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.65 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.65 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 126 |
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 84 | Low-lime flyash (ASTM Class F) |
| 90 |

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

Details
Country: Brazil
Owner: Itamarati Norte S.A. (part of Brennand Energia)
Type: Gravity
Purpose(s): Hydropower
River: Juba
Reservoir capacity: -
Construction Dates
Start of Project: -/93
Start of RCC: -/93
End of RCC: -/95
End of Project: -/96
Specifications
Height: 21 metres
Length: 238 metres
Volume of RCC: 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: COPEL (Companhia Paranense de Energia)
Type: Gravity
Purpose(s): Hydropower
River: Jordão
Reservoir capacity: 110 m3x106
Construction Dates
Start of Project: 05/94
Start of RCC: 05/94
End of RCC: 02/96
End of Project: 09/96
Specifications
Height: 95 metres
Length: 550 metres
Volume of RCC: 570 m3x103
Total volume: 647 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.74 | RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.74 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 400 | 400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 15 | Natural pozzolan (ASTM Class N) |

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

Details
Country: Brazil
Owner: Copel Geração e Transmissão S.A.
Type: Gravity
Purpose(s): Hydropower
River: Jordão
Reservoir capacity: 110 m3x106
Construction Dates
Start of Project: 05/94
Start of RCC: 05/94
End of RCC: 03/96
End of Project: 12/97
Specifications
Height: 73 metres
Length: 560 metres
Volume of RCC: 576 m3x103
Total volume: 665 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: Guangxi-Guiguang Electric Power Development Co. Ltd.
Type: Gravity
Purpose(s): Hydropower / Irrigation / Navigation
River: Hongshuihe
Reservoir capacity: 340 m3x106
Construction Dates
Start of Project: 02/93
Start of RCC: 02/93
End of RCC: 04/96
End of Project: 08/97
Specifications
Height: 34 metres
Length: 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: Water Resources Development Public Corporation
Type: Gravity
Purpose(s): Flood Control / Hydropower / Water Supply
River: Katsura
Reservoir capacity: 66 m3x106
Construction Dates
Start of Project: -/83
Start of RCC: -/83
End of RCC: 07/96
End of Project: 03/98
Specifications
Height: 70 metres
Length: 438 metres
Volume of RCC: 440 m3x103
Total volume: 670 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.80 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
| 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| 77 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |
| 33 |

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

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

Details
Country: China
Owner: Chongqing Wujiang Power Company
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Apengjiang
Reservoir capacity: 115 m3x106
Construction Dates
Start of Project: -/93
Start of RCC: -/93
End of RCC: -/96
End of Project: -/97
Specifications
Height: 85 metres
Length: 149 metres
Volume of RCC: -
Total volume: 33 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: Arcelor Mittal Brasil S.A.
Type: Gravity
Purpose(s): Hydropower
River: Piracicaba
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: -/93
Start of RCC: -/93
End of RCC: -/96
End of Project: 10/97
Specifications
Height: 41 metres
Length: 143 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: Greece
Owner: Public Power Corporation (PPC)
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Nestos
Reservoir capacity: 84 m3x106
Construction Dates
Start of Project: 01/89
Start of RCC: 01/89
End of RCC: 03/97
End of Project: 06/99
Specifications
Height: 95 metres
Length: 305 metres
Volume of RCC: 420 m3x103
Total volume: 440 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Slip-formed/extruded facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Slip-formed/extruded facing elements [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 50 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 225 | High-lime flyash (ASTM Class C) |

Details
Country: China
Owner: Wanyao Reservoir Management Bureau
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Dahexi
Reservoir capacity: 223 m3x106
Construction Dates
Start of Project: 10/93
Start of RCC: 10/93
End of RCC: 05/97
End of Project: 07/97
Specifications
Height: 83 metres
Length: 390 metres
Volume of RCC: 320 m3x103
Total volume: 458 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.20 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against precast concrete panels |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 64 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 96 | Low-lime flyash (ASTM Class F) |

Details
Country: Japan
Owner: Hokkaido Development Bureau
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Sorachi
Reservoir capacity: 108 m3x106
Construction Dates
Start of Project: 10/90
Start of RCC: 10/90
End of RCC: 07/97
End of Project: 06/00
Specifications
Height: 50 metres
Length: 445 metres
Volume of RCC: 327 m3x103
Total volume: 455 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.06 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |

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

Details
Country: China
Owner: Department of Electricity, Dapu County, Guangdong Province
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Meixihe
Reservoir capacity: 95 m3x106
Construction Dates
Start of Project: 01/95
Start of RCC: 01/95
End of RCC: 10/97
End of Project: 12/97
Specifications
Height: 60 metres
Length: 221 metres
Volume of RCC: 113 m3x103
Total volume: 172 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels with hot poured membrane |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.78 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| 55 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 110 | Low-lime flyash (ASTM Class F) |
| 105 |

Details
Country: China
Owner: Department of Water Resources, Hebei Province
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Recreation / Water Supply
River: Qinglonghe
Reservoir capacity: 859 m3x106
Construction Dates
Start of Project: 11/92
Start of RCC: 11/92
End of RCC: 12/97
End of Project: -/98
Specifications
Height: 75 metres
Length: 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: CPEE (Companhia Paulista de Energia Elétrica)
Type: Gravity
Purpose(s): Hydropower
River: do Peixe
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: 02/96
Start of RCC: 02/96
End of RCC: 12/97
End of Project: -/98
Specifications
Height: 32 metres
Length: 300 metres
Volume of RCC: 20 m3x103
Total volume: 34 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 120 |
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |
| 0 |

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

Details
Country: Dominican Republic
Owner: INDRHI (Instiuto Nacional de Recursos Hidráulicos de la República Dominicana)
Type: Hardfill
Purpose(s): Flood Control / Hydropower / Irrigation
River: Mao
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: 07/95
Start of RCC: 07/95
End of RCC: 03/98
End of Project: 06/98
Specifications
Height: 28 metres
Length: 254 metres
Volume of RCC: 130 m3x103
Total volume: 155 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.67 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

Details
Country: Japan
Owner: Iwate Prefecture
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Hienuki
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: 03/93
Start of RCC: 03/93
End of RCC: 06/98
End of Project: 03/00
Specifications
Height: 74 metres
Length: 333 metres
Volume of RCC: 141 m3x103
Total volume: 333 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.20 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |

Details
Country: Brazil
Owner: COPEL (Companhia Paranense de Energia) Geração E Transmissão S.A.
Type: Gravity
Purpose(s): Hydropower
River: Iguaçu
Reservoir capacity: 3573 m3x106
Construction Dates
Start of Project: 02/95
Start of RCC: 02/95
End of RCC: 07/98
End of Project: 12/98
Specifications
Height: 67 metres
Length: 1083 metres
Volume of RCC: 912 m3x103
Total volume: 1438 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 20 | Low-lime flyash (ASTM Class F) |

Details
Country: Japan
Owner: Ministry of Construction
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Bonji
Reservoir capacity: 65 m3x106
Construction Dates
Start of Project: 08/88
Start of RCC: 08/88
End of RCC: 10/98
End of Project: 03/01
Specifications
Height: 123 metres
Length: 393 metres
Volume of RCC: 731 m3x103
Total volume: 1160 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
| 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 91 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 39 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: Yongxi Hydroelectric Co. Ltd.
Type: Gravity
Purpose(s): Flood Control / Hydropower / Water Supply
River: Dazhangxi
Reservoir capacity: 68 m3x106
Construction Dates
Start of Project: 05/96
Start of RCC: 05/96
End of RCC: 10/98
End of Project: 09/99
Specifications
Height: 87 metres
Length: 198 metres
Volume of RCC: 170 m3x103
Total volume: 255 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.73 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| ogee | Traditional concrete against formwork |
| 0.73 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 280 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 115 |
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 95 | Low-lime flyash (ASTM Class F) |
| 90 |

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

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

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

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

Details
Country: China
Owner: Department of Water Resources, Shanxi Province
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: Lishui Hydropower Development Co. Ltd.
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Navigation / Water Supply
River: Loushui
Reservoir capacity: 1741 m3x106
Construction Dates
Start of Project: 07/95
Start of RCC: 07/95
End of RCC: 04/99
End of Project: -/01
Specifications
Height: 131 metres
Length: 368 metres
Volume of RCC: 1100 m3x103
Total volume: 1310 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| ogee | Reinforced concrete cast against precast units or slip-formed facing elements |
| 0.80 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 87 |
| 64 46 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 107 | Low-lime flyash (ASTM Class F) |
| 96 107 |

Details
Country: China
Owner: Helong Electricity Corporation
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Recreation / Water Supply
River: Hailanhe
Reservoir capacity: 21 m3x106
Construction Dates
Start of Project: 09/97
Start of RCC: 09/97
End of RCC: 04/99
End of Project: 09/99
Specifications
Height: 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: P.T. Vale Indonesia
Type: Gravity
Purpose(s): Hydropower
River: Larona
Reservoir capacity: 33 m3x106
Construction Dates
Start of Project: 03/95
Start of RCC: 03/95
End of RCC: 06/99
End of Project: 09/99
Specifications
Height: 94 metres
Length: 352 metres
Volume of RCC: 528 m3x103
Total volume: 54 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: Shaoguang Electricity Corporation Ltd
Type: Gravity
Purpose(s): Hydropower
River: Yangxishui
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: 11/97
Start of RCC: 11/97
End of RCC: 06/99
End of Project: 07/00
Specifications
Height: 46 metres
Length: 202 metres
Volume of RCC: 100 m3x103
Total volume: 139 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.75 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| Low-lime flyash (ASTM Class F) | |

Details
Country: China
Owner: Department of Water Resources, Liaoning Province
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Dalinghe
Reservoir capacity: 1645 m3x106
Construction Dates
Start of Project: 09/96
Start of RCC: 09/96
End of RCC: 09/99
End of Project: 12/00
Specifications
Height: 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: Rosal Energia S.A.
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: ERE Electricity Co.
Type: Gravity
Purpose(s): Hydropower
River: Güredin Creek
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: 01/98
Start of RCC: 01/98
End of RCC: 10/99
End of Project: 10/99
Specifications
Height: 36 metres
Length: 192 metres
Volume of RCC: 55 m3x103
Total volume: 60 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete panels |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 50 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 100 | Ground-granulated blast-furnace slag |

Details
Country: Laos
Owner: EDL Generation Public Co. Ltd
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: Toyama Prefecture
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Kubusu
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: 03/93
Start of RCC: 03/93
End of RCC: -/99
End of Project: 10/02
Specifications
Height: 95 metres
Length: 253 metres
Volume of RCC: 364 m3x103
Total volume: 469 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.40 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.78 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.78 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: Qingjiang Hydropower Development Corporation
Type: Gravity
Purpose(s): Flood Control / Hydropower / Navigation
River: Qingjiang
Reservoir capacity: 536 m3x106
Construction Dates
Start of Project: 05/97
Start of RCC: 05/97
End of RCC: 04/00
End of Project: 01/01
Specifications
Height: 57 metres
Length: 440 metres
Volume of RCC: 210 m3x103
Total volume: 940 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels with hot poured membrane |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 123 |
| 86 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 100 | Low-lime flyash (ASTM Class F) |
| 86 |

Details
Country: Iran
Owner: Khuzestan Water & Energy Authority
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Karkeh
Reservoir capacity: 40 m3x106
Construction Dates
Start of Project: 02/98
Start of RCC: 02/98
End of RCC: 07/00
End of Project: -/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: EPM (Empresas Públicas de Medellín)
Type: Gravity
Purpose(s): Hydropower
River: Porce
Reservoir capacity: 211 m3x106
Construction Dates
Start of Project: 11/94
Start of RCC: 11/94
End of RCC: 09/00
End of Project: 03/01
Specifications
Height: 123 metres
Length: 425 metres
Volume of RCC: 1305 m3x103
Total volume: 1445 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Slip-formed/extruded facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.35 | Slip-formed/extruded facing elements [stepped face] |
| 0.75 |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 132 |
| 120 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 88 | Natural pozzolan (ASTM Class N) |
| 80 |

Details
Country: Brazil
Owner: Eletronorte SA
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: Dona Francisca Energértica SA
Type: Gravity
Purpose(s): Hydropower
River: Jacuí
Reservoir capacity: 335 m3x106
Construction Dates
Start of Project: 08/98
Start of RCC: 08/98
End of RCC: 10/00
End of Project: 12/00
Specifications
Height: 63 metres
Length: 670 metres
Volume of RCC: 485 m3x103
Total volume: 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: Ge'ermu Hydroelectric Responsibility Corporation Ltd.
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: Shixing County Power Development Corporation
Type: Thin Arch
Purpose(s): Flood Control / Hydropower
River: Du’anshui (Chengjiang)
Reservoir capacity: 48 m3x106
Construction Dates
Start of Project: 09/99
Start of RCC: 09/99
End of RCC: 01/01
End of Project: 03/01
Specifications
Height: 57 metres
Length: 179 metres
Volume of RCC: 90 m3x103
Total volume: 119 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 330 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 105 |
| 63 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 86 | Low-lime flyash (ASTM Class F) |
| 80 |

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

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

Details
Country: Japan
Owner: Ministry of Land, Infrastructure and Transport
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Chubetu
Reservoir capacity: 93 m3x106
Construction Dates
Start of Project: 03/94
Start of RCC: 03/94
End of RCC: 08/01
End of Project: 03/04
Specifications
Height: 86 metres
Length: 290 metres
Volume of RCC: 523 m3x103
Total volume: 1007 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.80 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
| 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: Department of Electricity, Yunnan Province
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Lancang (Mekong)
Reservoir capacity: 89 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: Companhia Energética Mercosul (of the Tractebel Group)
Type: Gravity
Purpose(s): Hydropower
River: Tocantins
Reservoir capacity: 2300 m3x106
Construction Dates
Start of Project: 03/99
Start of RCC: 03/99
End of RCC: 10/01
End of Project: 10/02
Specifications
Height: 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: Mianhuatan Hydroelectric Development Corporation
Type: Gravity
Purpose(s): Flood Control / Hydropower / Navigation / Water Supply
River: Ting
Reservoir capacity: 2035 m3x106
Construction Dates
Start of Project: 04/98
Start of RCC: 04/98
End of RCC: 11/01
End of Project: 04/02
Specifications
Height: 111 metres
Length: 302 metres
Volume of RCC: 500 m3x103
Total volume: 615 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels with hot poured membrane |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork [stepped face] |
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: Investco (Tractebel)
Type: Gravity
Purpose(s): Hydropower
River: Tocantins
Reservoir capacity: 4982 m3x106
Construction Dates
Start of Project: 07/98
Start of RCC: 07/98
End of RCC: 12/01
End of Project: 12/02
Specifications
Height: 43 metres
Length: 2100 metres
Volume of RCC: 188 m3x103
Total volume: 210 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 30 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 40 | Ground-granulated blast-furnace slag |

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

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

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

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

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

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

Details
Country: Colombia
Owner: Isagen S.A. E.S.P. - Hidromiel S.A. E.S.P.
Type: Gravity
Purpose(s): Hydropower
River: La Miel
Reservoir capacity: 565 m3x106
Construction Dates
Start of Project: 12/97
Start of RCC: 12/97
End of RCC: 07/02
End of Project: 10/02
Specifications
Height: 188 metres
Length: 345 metres
Volume of RCC: 1669 m3x103
Total volume: 1730 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork with external geomembrane (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
| 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: Corporation of Energy Development, Ruyuan County, Guangdong Province
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Yangxi
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: China
Owner: Jiangning Nankengyuan Hydropower Development Co. Ltd.
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: CASAN (Companhia Catarinense de Águas e Saneamento)
Type: Gravity
Purpose(s): Hydropower
River: 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: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Yangxi
Reservoir capacity: 100 m3x106
Construction Dates
Start of Project: -/99
Start of RCC: -/99
End of RCC: -/02
End of Project: -/03
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: Brazil
Owner: Energética Campos de Cima da Serra Ltda
Type: Gravity
Purpose(s): Hydropower
River: das Antas
Reservoir capacity: 27 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/02
End of Project: 10/03
Specifications
Height: 31 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: Rio Glória Energética S.A.
Type: Gravity
Purpose(s): Hydropower
River: Glória
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/99
Start of RCC: -/99
End of RCC: -/02
End of Project: 12/03
Specifications
Height: 49 metres
Length: 218 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: Energetica Rio Pedrinho Ltda..
Type: Gravity
Purpose(s): Hydropower
River: Pedrinho
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/99
Start of RCC: -/99
End of RCC: -/02
End of Project: -/03
Specifications
Height: 16 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: Itiquira Energética SA
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: -/03
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: Brazil
Owner: -
Type: Hardfill
Purpose(s): Hydropower
River: -
Reservoir capacity: -
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/02
End of Project: -/03
Specifications
Height: 18 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

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

Details
Country: Brazil
Owner: Queiroz Galvão Energética SA (90%) and Cinco Estrelas Agropecuária e Participações Ltda (10%)
Type: Gravity
Purpose(s): Hydropower
River: Jauru
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/02
End of Project: -/03
Specifications
Height: 51 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

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

Details
Country: China
Owner: Shaanxi Lan River Hydropower Development Corporation
Type: Thin Arch
Purpose(s): Hydropower / Irrigation
River: Lanhe
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: ENDESA, Spain
Type: Gravity
Purpose(s): Hydropower
River: Bio-Bio
Reservoir capacity: 1200 m3x106
Construction Dates
Start of Project: 08/99
Start of RCC: 08/99
End of RCC: 09/03
End of Project: 04/04
Specifications
Height: 155 metres
Length: 360 metres
Volume of RCC: 1596 m3x103
Total volume: 1640 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [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) |
|---|
| 133 |
| 95 116 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 57 | Natural pozzolan (ASTM Class N) |
| 50 41 |

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

Details
Country: China
Owner: Henan Electric Power Corporation
Type: Gravity
Purpose(s): Hydropower
River: Huilonggou
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: RusHydro
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Bureya
Reservoir capacity: 21000 m3x106
Construction Dates
Start of Project: 01/76
Start of RCC: 01/76
End of RCC: -/03
End of Project: -/09
Specifications
Height: 139 metres
Length: 810 metres
Volume of RCC: 709 m3x103
Total volume: 3538 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 - | 300 - |
| 500 | 500 |
Cementitious material
| Cement (kg/m3) |
|---|
| 95 to |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 25 to | Natural pozzolan (ASTM Class N) |

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

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

Details
Country: China
Owner: Anhui Hydropower Development Co. Ltd.,
Type: Thin Arch
Purpose(s): Flood Control / Hydropower
River: Xipihe
Reservoir capacity: 51 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/03
End of Project: -/04
Specifications
Height: 70 metres
Length: 258 metres
Volume of RCC: 130 m3x103
Total volume: 168 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| Low-lime flyash (ASTM Class F) | |

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

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

Details
Country: China
Owner: Henan Electric Power Corporation
Type: Gravity
Purpose(s): Hydropower
River: Huilonggou
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: EDIA (Empresa de Desenvolvimento e Infra-Estruturas do Alqueva)
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation
River: Guadiana
Reservoir capacity: 106 m3x106
Construction Dates
Start of Project: 08/02
Start of RCC: 08/02
End of RCC: 08/04
End of Project: -/05
Specifications
Height: 43 metres
Length: 448 metres
Volume of RCC: 172 m3x103
Total volume: 392 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 55 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 165 | Low-lime flyash (ASTM Class F) |

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

Details
Country: Brazil
Owner: CERAN (Companhia Energética Rio das Antas)
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) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 15 | |

Details
Country: China
Owner: Guangdong Shanneng group Co.
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: EDL (Electricite du Laos)
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: Alianca Geracao de Energia S.A.
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: 437 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: Brazil
Owner: ELEJOR - Centrais Elétricas do Rio Jordão
Type: Gravity
Purpose(s): Hydropower
River: Jordao
Reservoir capacity: 34 m3x106
Construction Dates
Start of Project: -/01
Start of RCC: -/01
End of RCC: -/04
End of Project: -/05
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: Chongqing Yujiankou Hydropower Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Long
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: Guangxi-Guiguan Electric Power Co. Ltd.,
Type: Gravity
Purpose(s): Hydropower / Irrigation / Navigation
River: Xijiang
Reservoir capacity: 950 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/04
End of Project: -/05
Specifications
Height: 66 metres
Length: 586 metres
Volume of RCC: 50 m3x103
Total volume: 210 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: China
Owner: Hubei Nanzhang Xiakou Electric Co. Ltd.
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: Elejor Centrais Elétricas do Rio Jordåo S.A.
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: South Carolina Electric and Gas
Type: Gravity
Purpose(s): Hydropower
River: Saluda
Reservoir capacity: 1970 m3x106
Construction Dates
Start of Project: 08/02
Start of RCC: 08/02
End of RCC: 04/05
End of Project: 07/05
Specifications
Height: 65 metres
Length: 2439 metres
Volume of RCC: 1004 m3x103
Total volume: 1410 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| Traditional concrete against precast concrete panels [stepped face] |
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: Changyang Electric Power Bureau
Type: Thin Arch
Purpose(s): Hydropower / Irrigation / Water Supply
River: Duhu
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: Hanjiang Hydropower Development Ltd.
Type: Gravity
Purpose(s): Flood Control / Hydropower / Navigation
River: Han
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: Turkey
Owner: DSI - State Hydraulic Works
Type: Hardfill
Purpose(s): Hydropower / Irrigation / Water Supply
River: Buyuk Menderes
Reservoir capacity: 82 m3x106
Construction Dates
Start of Project: 04/94
Start of RCC: 04/94
End of RCC: 05/05
End of Project: 11/07
Specifications
Height: 107 metres
Length: 280 metres
Volume of RCC: 1500 m3x103
Total volume: 1685 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.89 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 50 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 20 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: Guizhou-Wujiang Hydropower Development Co. Ltd.
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Navigation / Water Supply
River: Wu
Reservoir capacity: 201 m3x106
Construction Dates
Start of Project: 10/00
Start of RCC: 10/00
End of RCC: 08/05
End of Project: 03/06
Specifications
Height: 116 metres
Length: 165 metres
Volume of RCC: 421 m3x103
Total volume: 739 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
| 0.25 | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 64 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 95 | Low-lime flyash (ASTM Class F) |

Details
Country: Belize
Owner: Belize Electric Co. Ltd (BECOL) and A. Fortis Co., Canada
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: BAESA (JV of Alcoa, Companhia Paulista de Força e Luz (CPFL), Companhia Brasileira de Alumínio, Camargo Corrêa Cimentos and DME Energética)
Type: Gravity
Purpose(s): Hydropower
River: Pelotas
Reservoir capacity: 50000 m3x106
Construction Dates
Start of Project: -/01
Start of RCC: -/01
End of RCC: -/05
End of Project: -/06
Specifications
Height: 85 metres
Length: 665 metres
Volume of RCC: 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: Xun
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: L.D.Q.S.P.E. Geracao de Energia e Participacoes Ltda.
Type: Gravity
Purpose(s): Hydropower
River: do Peixe
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/05
End of Project: -/06
Specifications
Height: 32 metres
Length: 97 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: Guangxi Longjiang Electric Power Corporation
Type: Thin Arch
Purpose(s): Hydropower
River: Long
Reservoir capacity: 49 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/05
End of Project: -/06
Specifications
Height: 68 metres
Length: 167 metres
Volume of RCC: 172 m3x103
Total volume: 226 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: China
Owner: China Southern Power Grid
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: Qingtian Yongwen Hydropower Co.
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: EMBASA (Empresa Baiana de Aguas e Saneamento S.A.)
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Sapucaia
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: Enerpeixa S/A
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: CJ Energética S/A
Type: Gravity
Purpose(s): Hydropower
River: Bernardo José
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: -/03
Start of RCC: -/03
End of RCC: -/05
End of Project: -/06
Specifications
Height: 21 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: Xixi Reservoir Development Co. Ltd.
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Daxi
Reservoir capacity: 85 m3x106
Construction Dates
Start of Project: -/03
Start of RCC: -/03
End of RCC: -/05
End of Project: -/06
Specifications
Height: 71 metres
Length: 243 metres
Volume of RCC: 231 m3x103
Total volume: 244 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| Low-lime flyash (ASTM Class F) | |

Details
Country: China
Owner: Guangxi-Youjiang Hydraulic Development Co.Ltd.
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Navigation / Water Supply
River: You
Reservoir capacity: 5660 m3x106
Construction Dates
Start of Project: 10/01
Start of RCC: 10/01
End of RCC: 04/06
End of Project: 12/06
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: GoMWRD (Government of Maharashtra Water Resources Department)
Type: Gravity
Purpose(s): Hydropower
River: Shahi Nallah
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 12/01
Start of RCC: 12/01
End of RCC: 05/06
End of Project: 03/07
Specifications
Height: 86 metres
Length: 447 metres
Volume of RCC: 638 m3x103
Total volume: 646 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.141 | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.782 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.782 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 75 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 150 | Low-lime flyash (ASTM Class F) |

Details
Country: Japan
Owner: Ministry of Land, Infrastructure and Transport
Type: Gravity
Purpose(s): Flood Control / Hydropower / Navigation / Water Supply
River: Okitamano
Reservoir capacity: 51 m3x106
Construction Dates
Start of Project: 03/00
Start of RCC: 03/00
End of RCC: 11/06
End of Project: 03/11
Specifications
Height: 126 metres
Length: 381 metres
Volume of RCC: 703 m3x103
Total volume: 1200 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.50 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.73 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.73 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 91 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 39 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: Wujaing Qingshuihe Hydropower Development Co. Ltd.
Type: Thin Arch
Purpose(s): Flood Control / Hydropower
River: Qingshuihe
Reservoir capacity: 276 m3x106
Construction Dates
Start of Project: 12/03
Start of RCC: 12/03
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: Niu Qiao Reservoir Development Co. Ltd.
Type: Thin Arch
Purpose(s): Hydropower
River: Qingtonghe
Reservoir capacity: 26 m3x106
Construction Dates
Start of Project: -/03
Start of RCC: -/03
End of RCC: 12/06
End of Project: -/07
Specifications
Height: 62 metres
Length: 201 metres
Volume of RCC: -
Total volume: 710 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Vietnam
Owner: EVN (Electrictie de Vietnam)
Type: Gravity
Purpose(s): Hydropower
River: Po Ko
Reservoir capacity: 1048 m3x106
Construction Dates
Start of Project: 11/05
Start of RCC: 11/05
End of RCC: 12/06
End of Project: -/07
Specifications
Height: 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: Thin Arch
Purpose(s): Hydropower
River: Liuchi
Reservoir capacity: 71 m3x106
Construction Dates
Start of Project: -/03
Start of RCC: -/03
End of RCC: -/06
End of Project: -/07
Specifications
Height: 81 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: 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: China Huadian Corporation
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Wanan
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: Esmeralda S.A.
Type: Gravity
Purpose(s): Hydropower
River: Bernardo José
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: 212 metres
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: Leidatan Corporation
Type: Gravity
Purpose(s): Hydropower
River: Yingtaoyuangou
Reservoir capacity: 94 m3x106
Construction Dates
Start of Project: 03/03
Start of RCC: 03/03
End of RCC: -/06
End of Project: 06/07
Specifications
Height: 84 metres
Length: 202 metres
Volume of RCC: 240 m3x103
Total volume: 340 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Brazil
Owner: Santa Laura S/A
Type: Gravity
Purpose(s): Hydropower
River: Chapecozinho
Reservoir capacity: 19 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 27 metres
Length: 245 metres
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: Concessionária Mosquitão S/A
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 19 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 32 metres
Length: 236 metres
Volume of RCC: 57 m3x103
Total volume: 76 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: China
Owner: Hunan Xiangtou Xinshao Youxi Hydropower Development Corporation Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Zishui
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: Chengdu Haineng Power Co. Ltd.
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Mabianhe
Reservoir capacity: 204 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 73 metres
Length: 163 metres
Volume of RCC: 229 m3x103
Total volume: 405 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.78 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 110 |
| 66 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 73 | Low-lime flyash (ASTM Class F) |
| 66 |

Details
Country: China
Owner: Guizhou Zhongsui Energy Ltd.
Type: Thin Arch
Purpose(s): Hydropower
River: Hongdu
Reservoir capacity: 99 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 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: Wujiang
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: China Guodian Corporation
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Quan
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 88 metres
Length: 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: Lishui Basin Hydraulic and Hydroelectric Development Corporation
Type: Gravity
Purpose(s): Flood Control / Hydropower / Navigation / Water Supply
River: Dieshui
Reservoir capacity: 1439 m3x106
Construction Dates
Start of Project: -/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: Datang International Power Generation Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Lixian (Black)
Reservoir capacity: 174 m3x106
Construction Dates
Start of Project: 11/04
Start of RCC: 11/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 95 metres
Length: 320 metres
Volume of RCC: 480 m3x103
Total volume: 800 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork |
| 0.20 |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

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

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

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

Details
Country: Turkey
Owner: Akköy Energy A.S.
Type: Gravity
Purpose(s): Hydropower
River: Harsit
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 07/05
Start of RCC: 07/05
End of RCC: 04/07
End of Project: 09/08
Specifications
Height: 38 metres
Length: 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: China Southern Power Grid
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: Longtan Hydropower Development Co. Ltd.
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: Ministry of Energy
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Zabkhan
Reservoir capacity: 930 m3x106
Construction Dates
Start of Project: 02/05
Start of RCC: 02/05
End of RCC: 06/07
End of Project: 12/07
Specifications
Height: 60 metres
Length: 200 metres
Volume of RCC: 210 m3x103
Total volume: 250 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork with external geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.72 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.72 | Reinforced conventional concrete cast after RCC placement [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 333 | 333 |
Cementitious material
| Cement (kg/m3) |
|---|
| 75 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

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

Details
Country: Laos
Owner: Nam Theun Power Corporation (NTPC)/EdF (Electricitie de France)
Type: Gravity
Purpose(s): Hydropower
River: Nam Theun
Reservoir capacity: 3530 m3x106
Construction Dates
Start of Project: 04/04
Start of RCC: 04/04
End of RCC: 10/07
End of Project: 10/09
Specifications
Height: 39 metres
Length: 436 metres
Volume of RCC: 150 m3x103
Total volume: 207 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.35 | RCC against precast concrete blocks |
| 0.75 |
Spillway
| Slope | Type |
|---|---|
| 0.75 | 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: Vietnam
Owner: Ministry of Agriculture and Rural Development (MARD)
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Kon
Reservoir capacity: 226 m3x106
Construction Dates
Start of Project: 05/04
Start of RCC: 05/04
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) [stepped face] |
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: Fujian Hongkou Hydropower Co. Ltd.
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: Brazil
Owner: CPFL Renovaveis
Type: Hardfill
Purpose(s): Hydropower
River: Chapecó
Reservoir capacity: 142 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/07
End of Project: 04/07
Specifications
Height: 25 metres
Length: 300 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 1.50 |
Downstream
| Slope | Type |
|---|---|
| 1.50 |
Spillway
| Slope | Type |
|---|---|
| 0.75 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: China
Owner: Guizhou Zhongshui Energy Co. Ltd.
Type: Thin Arch
Purpose(s): Hydropower
River: Luojiao
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: CERAN (Companhia Energética Rio das Antas)
Type: Gravity
Purpose(s): Hydropower
River: das Antas
Reservoir capacity: 92 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: 02/08
Specifications
Height: 48 metres
Length: 350 metres
Volume of RCC: 240 m3x103
Total volume: 322 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 0.77 |
Spillway
| Slope | Type |
|---|---|
| 0.77 |
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: Da Ilha Energética S/A
Type: Gravity
Purpose(s): Hydropower
River: das Antas
Reservoir capacity: 16 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/07
End of Project: 04/08
Specifications
Height: 26 metres
Length: 310 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) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 20 | |

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

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

Details
Country: China
Owner: Gansu Keyuan Electric Power Group Co. Ltd.
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: Department of WaterResources, Henan Province
Type: Gravity
Purpose(s): Flood Control / Hydropower / Navigation
River: Luohe
Reservoir capacity: 28 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: -/08
Specifications
Height: 62 metres
Length: 244 metres
Volume of RCC: 133 m3x103
Total volume: 234 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

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

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

Details
Country: China
Owner: Anhui Water Resources Development Co. Ltd.
Type: Thin Arch
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Dongpi
Reservoir capacity: 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: Cotiporã Energetica S.A.
Type: Gravity
Purpose(s): Hydropower
River: Carreiro
Reservoir capacity: 4 m3x106
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: SPE Plano Alto Energia S/A
Type: Gravity
Purpose(s): Hydropower
River: Irani
Reservoir capacity: 13 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: Veneto Energética S/A
Type: Gravity
Purpose(s): Hydropower
River: das Antas
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/07
End of Project: 04/08
Specifications
Height: 25 metres
Length: 219 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: Red River Hydropower Development Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Honghe
Reservoir capacity: 212 m3x106
Construction Dates
Start of Project: 02/06
Start of RCC: 02/06
End of RCC: -/07
End of Project: 07/08
Specifications
Height: 85 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Brazil
Owner: Linha Emília Energética S/A
Type: Gravity
Purpose(s): Hydropower
River: Carreiro
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/07
End of Project: -/08
Specifications
Height: 27 metres
Length: 214 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: China
Owner: Guizhou-Wujiang Hydropower Development Corporation
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Navigation
River: Wujiang
Reservoir capacity: 1593 m3x106
Construction Dates
Start of Project: 11/05
Start of RCC: 11/05
End of RCC: 03/08
End of Project: -/09
Specifications
Height: 117 metres
Length: 310 metres
Volume of RCC: 825 m3x103
Total volume: 1100 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 66 |
| 89 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 100 | Low-lime flyash (ASTM Class F) |
| 109 |

Details
Country: China
Owner: Xilin River Hydropower Development Co. Ltd.
Type: Thin Arch
Purpose(s): Hydropower
River: Tuoniang
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: Guizhou Qianyuan Power Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Beipan
Reservoir capacity: 3245 m3x106
Construction Dates
Start of Project: 10/04
Start of RCC: 10/04
End of RCC: 05/08
End of Project: -/09
Specifications
Height: 201 metres
Length: 412 metres
Volume of RCC: 2420 m3x103
Total volume: 2800 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: Datang International Hydropower Generation Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Lixian
Reservoir capacity: 409 m3x106
Construction Dates
Start of Project: 01/03
Start of RCC: 01/03
End of RCC: 08/08
End of Project: -/09
Specifications
Height: 113 metres
Length: 466 metres
Volume of RCC: 903 m3x103
Total volume: 1200 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
| 0.20 |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 77 |
| 93 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 77 | Ground-granulated blast-furnace slag |
| 93 |

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

Details
Country: China
Owner: Huaneng Lancang River Hydropower Co. Ltd.
Type: Gravity
Purpose(s): Flood Control / Hydropower / Recreation
River: Lancang (Mekong)
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: EVN (Electrictie de Vietnam)
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: Santa Rosa S/A
Type: Gravity
Purpose(s): Hydropower
River: Grande
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: -/08
Specifications
Height: 31 metres
Length: 172 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: Datang International Power Generation Co. Ltd.
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: Guangxi Water Conservancy and Electric Power Corporation
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: Brazil
Owner: Hidrelétrica Cachoeirão SA
Type: Gravity
Purpose(s): Hydropower
River: Manhuaçu
Reservoir capacity: -
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/08
End of Project: -/08
Specifications
Height: 23 metres
Length: 90 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Brazil
Owner: CPFL Renovaveis
Type: Hardfill
Purpose(s): Hydropower
River: Irani
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/08
End of Project: -/08
Specifications
Height: 45 metres
Length: 243 metres
Volume of RCC: 14 m3x103
Total volume: 20 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 2.50 |
Downstream
| Slope | Type |
|---|---|
| 2 |
Spillway
| Slope | Type |
|---|---|
| 2 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Brazil
Owner: São Simão Energia S/A
Type: Gravity
Purpose(s): Hydropower
River: Itapemirim Norte
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: Lumbrás Energética S.A.
Type: Gravity
Purpose(s): Hydropower
River: Tijucas
Reservoir capacity: 6 m3x106
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: Vietnam
Owner: Binh Dien Electricity Joint Stock Company
Type: Gravity
Purpose(s): Hydropower
River: Huu Trach
Reservoir capacity: 424 m3x106
Construction Dates
Start of Project: 01/05
Start of RCC: 01/05
End of RCC: -/08
End of Project: 04/09
Specifications
Height: 54 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: Brazil
Owner: BME Energia SA
Type: Gravity
Purpose(s): Hydropower
River: Ivaí
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: 04/09
Specifications
Height: 34 metres
Length: 228 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: Goiás Sul Geração de Energia S.A.
Type: Gravity
Purpose(s): Hydropower
River: Verissimo
Reservoir capacity: 76 m3x106
Construction Dates
Start of Project: 08/07
Start of RCC: 08/07
End of RCC: -/08
End of Project: 05/09
Specifications
Height: 44 metres
Length: 341 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 0.75 |
Spillway
| Slope | Type |
|---|---|
| 0.75 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Brazil
Owner: Retiro Velho Energetica S/A
Type: Gravity
Purpose(s): Hydropower
River: da Prata
Reservoir capacity: 69 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/08
End of Project: -/09
Specifications
Height: 42 metres
Length: 56 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: Datang Shaanxi Power Generation Co Ltd
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: Guizhou Qianyuan Power Co. Ltd.
Type: Thin Arch
Purpose(s): Hydropower
River: Furong
Reservoir capacity: 98 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: -/09
Specifications
Height: 82 metres
Length: 166 metres
Volume of RCC: -
Total volume: 154 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

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

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

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

Details
Country: Mexico
Owner: Desarrollos Mineros San Luis, S.A. de C.V.
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: Engshi Yuefeng Yunlong River Hydropower Development Co. Ltd.
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: Cementos Lima S.A.
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: Ministry of Land, Infrastructure, Transport and Tourism
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: Yujiang Hydropower Co. Ltd.
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: Belize Electric Company Ltd (BECOL) and A. Fortis Company, Canada
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: USA
Owner: AmerenUE
Type: Hardfill
Purpose(s): Hydropower
River: Water source - East Fork of Black River
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: 02/07
Start of RCC: 02/07
End of RCC: 11/09
End of Project: 06/10
Specifications
Height: 49 metres
Length: 2060 metres
Volume of RCC: 2448 m3x103
Total volume: 2500 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.60 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.60 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| no | |
| spillway |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 59 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 59 | Low-lime flyash (ASTM Class F) |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Caí
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: Sichuan Wudu Water Conservancy and Hydropower Group Ltd.
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Fu
Reservoir capacity: 572 m3x106
Construction Dates
Start of Project: 10/04
Start of RCC: 10/04
End of RCC: -/09
End of Project: -/10
Specifications
Height: 120 metres
Length: 631 metres
Volume of RCC: 1151 m3x103
Total volume: 1580 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| Low-lime flyash (ASTM Class F) | |

Details
Country: Brazil
Owner: São Pedro Energia S/A
Type: Gravity
Purpose(s): Hydropower
River: Jacu Braço Norte
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/09
End of Project: -/10
Specifications
Height: 30 metres
Length: 140 metres
Volume of RCC: 22 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) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Vietnam
Owner: Geruco Song Con Hydro Power Joint Stock Company
Type: Gravity
Purpose(s): Hydropower
River: Song Con
Reservoir capacity: 30 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/09
End of Project: -/10
Specifications
Height: 58 metres
Length: 260 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: China Datang Corporation
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: -/09
End of Project: -/10
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: China
Owner: Yunnan Dianneng Niulanjiang Hydropower Development Co. Ltd.
Type: Thin Arch
Purpose(s): Hydropower
River: Niulan
Reservoir capacity: 66 m3x106
Construction Dates
Start of Project: 12/06
Start of RCC: 12/06
End of RCC: -/09
End of Project: -/10
Specifications
Height: 113 metres
Length: 160 metres
Volume of RCC: 182 m3x103
Total volume: 360 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 | RCC against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: China
Owner: Quifeng Water Supply Co. of Fangchenggang City
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Xijiang
Reservoir capacity: 26 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/09
End of Project: -/12
Specifications
Height: 74 metres
Length: 190 metres
Volume of RCC: 230 m3x103
Total volume: 240 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
| 0.75 |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Dominican Republic
Owner: EGEHID (Empresa de Generación Hidroeléctrica Dominicana)
Type: Hardfill
Purpose(s): Hydropower
River: Yaque del Sur and Blanco
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/09
End of Project: -/13
Specifications
Height: 65 metres
Length: 153 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: Criúva Energética S/A
Type: Gravity
Purpose(s): Hydropower
River: Lajeado Grange
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/09
End of Project: 12/09
Specifications
Height: 25 metres
Length: 246 metres
Volume of RCC: 80 m3x103
Total volume: 95 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: Xinjiang-Xinhua-Chonghuer Hydropower Development Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Burgin
Reservoir capacity: 85 m3x106
Construction Dates
Start of Project: 10/06
Start of RCC: 10/06
End of RCC: -/09
End of Project: -/09
Specifications
Height: 74 metres
Length: 545 metres
Volume of RCC: -
Total volume: 480 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: Hidrelétrica Areia Branca S.A. (Tractebel Energia)
Type: Gravity
Purpose(s): Hydropower
River: Manhuaçu
Reservoir capacity: -
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/09
End of Project: -/09
Specifications
Height: 28 metres
Length: 257 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: Serrana Energética S/A
Type: Gravity
Purpose(s): Hydropower
River: das Antas
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/09
End of Project: 01/10
Specifications
Height: 32 metres
Length: 137 metres
Volume of RCC: 89 m3x103
Total volume: 103 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: Brazil
Owner: Gerdau Aços Longos
Type: Gravity
Purpose(s): Hydropower / Water Supply
River: Claro
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 08/07
Start of RCC: 08/07
End of RCC: -/09
End of Project: 07/10
Specifications
Height: 60 metres
Length: 1670 metres
Volume of RCC: 172 m3x103
Total volume: 282 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: Piedade Usina Geradora de Energia S.A
Type: Gravity
Purpose(s): Hydropower
River: Piedade
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/09
End of Project: 08/10
Specifications
Height: 30 metres
Length: 397 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: Serra do Facão Energia S.A. (SEFAC)
Type: Gravity
Purpose(s): Hydropower
River: Sao Marcos
Reservoir capacity: 5199 m3x106
Construction Dates
Start of Project: 02/07
Start of RCC: 02/07
End of RCC: -/09
End of Project: 10/10
Specifications
Height: 92 metres
Length: 326 metres
Volume of RCC: 610 m3x103
Total volume: 742 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 72 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 18 | Natural pozzolan (ASTM Class N) |

Details
Country: China
Owner: Yichang Junwang Group Co.
Type: Thin Arch
Purpose(s): Hydropower
River: Siyang
Reservoir capacity: 33 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/09
End of Project: -/10
Specifications
Height: 100 metres
Length: 185 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: SPE São Gonçalo Energia S.A.
Type: Gravity
Purpose(s): Hydropower
River: Santa Bárbara
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/09
End of Project: -/10
Specifications
Height: 28 metres
Length: 148 metres
Volume of RCC: 14 m3x103
Total volume: 26 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) |
|---|
| 68 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 17 | Natural pozzolan (ASTM Class N) |

Details
Country: Brazil
Owner: Gerdau SA
Type: Gravity
Purpose(s): Hydropower
River: Claro
Reservoir capacity: -
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/09
End of Project: -/10
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: Guizhou Tongzihe Hydropower Development Co. Ltd.
Type: Thin Arch
Purpose(s): Hydropower / Water Supply
River: Tongzhi
Reservoir capacity: 78 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/09
End of Project: -/10
Specifications
Height: 68 metres
Length: 153 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: Wujiang Hydropower Development Corporation
Type: Gravity
Purpose(s): Hydropower
River: Qingshuihe
Reservoir capacity: 77 m3x106
Construction Dates
Start of Project: 01/07
Start of RCC: 01/07
End of RCC: -/09
End of Project: -/10
Specifications
Height: 124 metres
Length: 104 metres
Volume of RCC: -
Total volume: 500 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: SPE Arvoredo Energia S.A.
Type: Gravity
Purpose(s): Hydropower
River: Irani
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/09
End of Project: 04/10
Specifications
Height: 39 metres
Length: 259 metres
Volume of RCC: 53 m3x103
Total volume: 81 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) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 20 | Natural pozzolan (ASTM Class N) |

Details
Country: Turkey
Owner: Akkur Energy Production Trade and Industry Co. Inc.
Type: Gravity
Purpose(s): Hydropower
River: Göksu
Reservoir capacity: 63 m3x106
Construction Dates
Start of Project: 12/07
Start of RCC: 12/07
End of RCC: 02/10
End of Project: 08/10
Specifications
Height: 70 metres
Length: 256 metres
Volume of RCC: 194 m3x103
Total volume: 227 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.07 | Traditional concrete against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 60 | Low-lime flyash (ASTM Class F) |
| 50 |

Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Çine
Reservoir capacity: 350 m3x106
Construction Dates
Start of Project: 12/95
Start of RCC: 12/95
End of RCC: 04/10
End of Project: 10/11
Specifications
Height: 137 metres
Length: 300 metres
Volume of RCC: 1560 m3x103
Total volume: 1650 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | RCC against precast concrete panels (GEVR/GE-RCC) |
| 0.20 |
Downstream
| Slope | Type |
|---|---|
| 0.85 | RCC against precast concrete panels (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.85 | RCC against precast concrete panels (GEVR/GE-RCC) |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 85 |
| 75 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 105 | Low-lime flyash (ASTM Class F) |
| 95 |

Details
Country: Japan
Owner: Ministry of Land, Infrastructure, Transport and Tourism
Type: Hardfill
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Kase
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 03/08
Start of RCC: 03/08
End of RCC: 06/10
End of Project: 09/10
Specifications
Height: 29 metres
Length: 116 metres
Volume of RCC: 52 m3x103
Total volume: 68 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

Details
Country: Costa Rica
Owner: ICE (Instituto Costarricence de Electricidad)
Type: Gravity
Purpose(s): Hydropower
River: Pirris
Reservoir capacity: 36 m3x106
Construction Dates
Start of Project: 12/06
Start of RCC: 12/06
End of RCC: 06/10
End of Project: 07/11
Specifications
Height: 113 metres
Length: 258 metres
Volume of RCC: 695 m3x103
Total volume: 755 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.33 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Downstream
| Slope | Type |
|---|---|
| 0.50 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.50 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 88 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 132 | Natural pozzolan (ASTM Class N) |

Details
Country: South Africa
Owner: ESKOM
Type: Gravity
Purpose(s): Hydropower
River: Braamhoekspruit
Reservoir capacity: 27 m3x106
Construction Dates
Start of Project: 04/08
Start of RCC: 04/08
End of RCC: 06/10
End of Project: 02/11
Specifications
Height: 37 metres
Length: 330 metres
Volume of RCC: 90 m3x103
Total volume: 98 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.67 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.67 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 1200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 70 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 95 | Low-lime flyash (ASTM Class F) |

Details
Country: Vietnam
Owner: EVN (Electricté de Vietnam)
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Song Da (Black river)
Reservoir capacity: 9260 m3x106
Construction Dates
Start of Project: 04/04
Start of RCC: 04/04
End of RCC: 08/10
End of Project: 12/12
Specifications
Height: 138 metres
Length: 962 metres
Volume of RCC: 2677 m3x103
Total volume: 4800 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.73 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 160 | Low-lime flyash (ASTM Class F) |

Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Hydropower
River: Ortasui
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: 08/10
End of Project: 09/10
Specifications
Height: 67 metres
Length: 198 metres
Volume of RCC: 157 m3x103
Total volume: 231 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | 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 | 600 |
Cementitious material
| Cement (kg/m3) |
|---|
| 125 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

Details
Country: Vietnam
Owner: EVN (Electrictie de Vietnam)
Type: Gravity
Purpose(s): Hydropower
River: Ca
Reservoir capacity: 1500 m3x106
Construction Dates
Start of Project: 08/04
Start of RCC: 08/04
End of RCC: 10/10
End of Project: 12/11
Specifications
Height: 136 metres
Length: 480 metres
Volume of RCC: 1520 m3x103
Total volume: 1750 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| v | RCC against formwork (GEVR/GE-RCC) |
| 0.30 |
Downstream
| Slope | Type |
|---|---|
| 0.85 | 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) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 120 | Natural pozzolan (ASTM Class N) |

Details
Country: Turkey
Owner: Akfen Energy
Type: Hardfill
Purpose(s): Flood Control / Hydropower
River: Zamanti
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 04/08
Start of RCC: 04/08
End of RCC: 12/10
End of Project: 04/11
Specifications
Height: 52 metres
Length: 186 metres
Volume of RCC: 160 m3x103
Total volume: 182 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.70 | 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) |
|---|
| 88 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 37 | Low-lime flyash (ASTM Class F) |

Details
Country: Vietnam
Owner: EVN (Electrictie de Vietnam)
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Dong Nai
Reservoir capacity: 1690 m3x106
Construction Dates
Start of Project: 12/04
Start of RCC: 12/04
End of RCC: 12/10
End of Project: 10/11
Specifications
Height: 108 metres
Length: 594 metres
Volume of RCC: 1138 m3x103
Total volume: 1235 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 75 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

Details
Country: Vietnam
Owner: MARD (Ministry of Agriculture and Rural Development)
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Tra Kluc
Reservoir capacity: 290 m3x106
Construction Dates
Start of Project: 10/07
Start of RCC: 10/07
End of RCC: 12/10
End of Project: 05/11
Specifications
Height: 69 metres
Length: 518 metres
Volume of RCC: 446 m3x103
Total volume: 607 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 125 |
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 218 | Natural pozzolan (ASTM Class N) |
| 230 |

Details
Country: Brazil
Owner: Companhia Energetica Santa Clara
Type: Gravity
Purpose(s): Hydropower
River: Mucuri
Reservoir capacity: 151 m3x106
Construction Dates
Start of Project: -/99
Start of RCC: -/99
End of RCC: -/02
End of Project: -/03
Specifications
Height: 59 metres
Length: 242 metres
Volume of RCC: 520 m3x103
Total volume: 600 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) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Pakistan
Owner: WAPDA (Water and Power Development Authority) and CTGC (China Three Gorges Corp.)
Type: Gravity
Purpose(s): Hydropower
River: Duber Khwar
Reservoir capacity: -
Construction Dates
Start of Project: 04/03
Start of RCC: 04/03
End of RCC: -/10
End of Project: 04/12
Specifications
Height: 46 metres
Length: 112 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: Hanergy, Yunnan Jinsha River Hydropower Co. Ltd. and Yunnan Investment and Development Co. Ltd.
Type: Gravity
Purpose(s): Hydropower / Navigation / Recreation
River: Jinsha
Reservoir capacity: 913 m3x106
Construction Dates
Start of Project: 12/03
Start of RCC: 12/03
End of RCC: -/10
End of Project: -/11
Specifications
Height: 160 metres
Length: 640 metres
Volume of RCC: 2400 m3x103
Total volume: 4430 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 72 |
| 96 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 108 | Low-lime flyash (ASTM Class F) |
| 117 |

Details
Country: Brazil
Owner: Eletrogoes S/A.
Type: Gravity
Purpose(s): Hydropower
River: Comemorqção
Reservoir capacity: 478 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/10
End of Project: -/11
Specifications
Height: 19 metres
Length: 460 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: Republic of Congo
Owner: Délégation Générale des Grands Travaux
Type: Gravity
Purpose(s): Hydropower
River: Léfini
Reservoir capacity: 584 m3x106
Construction Dates
Start of Project: 09/03
Start of RCC: 09/03
End of RCC: -/10
End of Project: 05/11
Specifications
Height: 33 metres
Length: 310 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: Yunnan Dianneng Group Holding Company
Type: Thin Arch
Purpose(s): Hydropower
River: Xima
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 04/06
Start of RCC: 04/06
End of RCC: -/10
End of Project: -/11
Specifications
Height: 72 metres
Length: 160 metres
Volume of RCC: 107 m3x103
Total volume: 115 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 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: China
Owner: Guodian Yunnan Power Co Ltd
Type: Gravity
Purpose(s): Hydropower
River: Pudu
Reservoir capacity: 22 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/10
End of Project: -/11
Specifications
Height: 81 metres
Length: 148 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: Chongqing Wujiang Power Company
Type: Gravity
Purpose(s): Hydropower
River: Youshui
Reservoir capacity: 163 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/10
End of Project: -/12
Specifications
Height: 30 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: Hubei Energy Group Co. Ltd.
Type: Thin Arch
Purpose(s): Flood Control / Hydropower
River: Nanhe
Reservoir capacity: 499 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/10
End of Project: -/11
Specifications
Height: 133 metres
Length: 285 metres
Volume of RCC: -
Total volume: 390 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Brazil
Owner: Água Limpa Energia S/A
Type: Gravity
Purpose(s): Hydropower
River: Palmeiras
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/10
End of Project: 12/10
Specifications
Height: 38 metres
Length: 98 metres
Volume of RCC: 42 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: Companhia Hidroelétrica Figueirópolis
Type: Gravity
Purpose(s): Hydropower
River: Jauru
Reservoir capacity: 35 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/10
End of Project: 12/10
Specifications
Height: 16 metres
Length: 170 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 0.43 |
Spillway
| Slope | Type |
|---|---|
| 0.75 |
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: Santo Antonio
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/10
End of Project: -/11
Specifications
Height: 26 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: Ibirama Energética SA
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/10
End of Project: -/10
Specifications
Height: 15 metres
Length: 145 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: CPFL Renovaveis
Type: Gravity
Purpose(s): Hydropower
River: Santo Antônio
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/10
End of Project: -/10
Specifications
Height: 15 metres
Length: 94 metres
Volume of RCC: -
Total volume: 14 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) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Brazil
Owner: Energisa Geracão Rio Grande S/A
Type: Gravity
Purpose(s): Hydropower
River: Rio Grande
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/10
End of Project: 03/11
Specifications
Height: 38 metres
Length: 222 metres
Volume of RCC: 66 m3x103
Total volume: 82 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: Omega Engergia Renovávelo S/A
Type: Gravity
Purpose(s): Hydropower
River: Manhuaçu
Reservoir capacity: -
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/10
End of Project: 04/11
Specifications
Height: 16 metres
Length: 200 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 |
|---|---|
| Natural pozzolan (ASTM Class N) | |

Details
Country: China
Owner: Guangxi Water Conservancy and Electric Power Corporation
Type: Thin Arch
Purpose(s): Hydropower
River: Baidu
Reservoir capacity: 22 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/10
End of Project: -/11
Specifications
Height: 75 metres
Length: 217 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: Ijui Energia S.A.
Type: Gravity
Purpose(s): Hydropower
River: Carreiro
Reservoir capacity: 188 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/10
End of Project: -/11
Specifications
Height: 29 metres
Length: 790 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: Enshi Tianfa Electric Ltd.
Type: Thin Arch
Purpose(s): Flood Control / Hydropower / Recreation
River: Lengshui
Reservoir capacity: 87 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/10
End of Project: -/11
Specifications
Height: 114 metres
Length: 192 metres
Volume of RCC: 21 m3x103
Total volume: 21 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| Low-lime flyash (ASTM Class F) | |

Details
Country: Brazil
Owner: BME
Type: Gravity
Purpose(s): Hydropower
River: Paraiba do Sul
Reservoir capacity: -
Construction Dates
Start of Project: 12/07
Start of RCC: 12/07
End of RCC: -/10
End of Project: -/11
Specifications
Height: 28 metres
Length: -
Volume of RCC: 85 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: Geracao Hidroeletrica Rio Grande S/A
Type: Gravity
Purpose(s): Hydropower
River: Grande
Reservoir capacity: 44 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/10
End of Project: -/11
Specifications
Height: 41 metres
Length: 210 metres
Volume of RCC: 51 m3x103
Total volume: 75 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: Department of Water Resources, Guandong Province
Type: Gravity
Purpose(s): Hydropower / Irrigation / Navigation
River: Bei
Reservoir capacity: 374 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/10
End of Project: -/11
Specifications
Height: 85 metres
Length: 256 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: CPFL Renovaveis
Type: Gravity
Purpose(s): Hydropower
River: Corrente Grande
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/10
End of Project: -/10
Specifications
Height: 20 metres
Length: 110 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: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: -
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/10
End of Project: -/10
Specifications
Height: 30 metres
Length: -
Volume of RCC: 42 m3x103
Total volume: 73 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: Panama
Owner: AES (Allied Energy Systems Co.) Panama SRL
Type: Arch-Gravity
Purpose(s): Hydropower
River: Changuinola
Reservoir capacity: 347 m3x106
Construction Dates
Start of Project: 04/07
Start of RCC: 04/07
End of RCC: 04/11
End of Project: 10/11
Specifications
Height: 105 metres
Length: 595 metres
Volume of RCC: 884 m3x103
Total volume: 910 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.50 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
| 0.70 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.50 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 70 |
| 65 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 145 | Low-lime flyash (ASTM Class F) |
| 150 |

Details
Country: Brazil
Owner: Consorcio Energético Cruzeiro do Sul (Copel and Electrosul Centrais Eléctricas SA)
Type: Gravity
Purpose(s): Hydropower
River: Tibagi
Reservoir capacity: 2137 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: 05/11
End of Project: -/12
Specifications
Height: 83 metres
Length: 726 metres
Volume of RCC: 633 m3x103
Total volume: 753 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork with external geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 2400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 15 | Natural pozzolan (ASTM Class N) |

Details
Country: Vietnam
Owner: EVN (Electrictie de Vietnam)
Type: Gravity
Purpose(s): Hydropower
River: Dong Nai
Reservoir capacity: 337 m3x106
Construction Dates
Start of Project: 12/04
Start of RCC: 12/04
End of RCC: 06/11
End of Project: -/12
Specifications
Height: 128 metres
Length: 481 metres
Volume of RCC: 1305 m3x103
Total volume: 1370 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 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 85 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 115 | Natural pozzolan (ASTM Class N) |

Details
Country: Turkey
Owner: Senerji Enerji
Type: Gravity
Purpose(s): Hydropower
River: Çoruh
Reservoir capacity: 21 m3x106
Construction Dates
Start of Project: 05/09
Start of RCC: 05/09
End of RCC: 06/11
End of Project: 02/12
Specifications
Height: 72 metres
Length: 97 metres
Volume of RCC: 160 m3x103
Total volume: 175 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.50 | Traditional concrete against formwork |
| 0.70 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 70 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 70 | Low-lime flyash (ASTM Class F) |

Details
Country: Vietnam
Owner: (IDICO) Urban and Industrial Development Zone Investment Company
Type: Gravity
Purpose(s): Hydropower
River: Vu Gia
Reservoir capacity: 313 m3x106
Construction Dates
Start of Project: 04/07
Start of RCC: 04/07
End of RCC: 08/11
End of Project: 04/12
Specifications
Height: 90 metres
Length: 472 metres
Volume of RCC: 720 m3x103
Total volume: 800 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.48 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 95 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 125 | Natural pozzolan (ASTM Class N) |

Details
Country: Vietnam
Owner: EVN (Electrictie de Vietnam)
Type: Gravity
Purpose(s): Hydropower
River: Song Tranh
Reservoir capacity: 733 m3x106
Construction Dates
Start of Project: 03/05
Start of RCC: 03/05
End of RCC: 08/11
End of Project: 12/12
Specifications
Height: 96 metres
Length: 640 metres
Volume of RCC: 1032 m3x103
Total volume: 1315 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.80 | 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) |
|---|
| 70 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 110 | Natural pozzolan (ASTM Class N) |

Details
Country: Pakistan
Owner: WAPDA (Water and Power Development Authority)
Type: Arch-Gravity
Purpose(s): Flood Control / Hydropower / Irrigation
River: Gomal
Reservoir capacity: 1424 m3x106
Construction Dates
Start of Project: 07/02
Start of RCC: 07/02
End of RCC: 09/11
End of Project: 06/13
Specifications
Height: 133 metres
Length: 231 metres
Volume of RCC: 390 m3x103
Total volume: 474 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 0.60 |
Spillway
| Slope | Type |
|---|---|
| 0.60 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 to |
| 4000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 91 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 91 | Low-lime flyash (ASTM Class F) |

Details
Country: Japan
Owner: Ministry of Land, Infrastructure and Transport
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Yubari
Reservoir capacity: 427 m3x106
Construction Dates
Start of Project: 11/03
Start of RCC: 11/03
End of RCC: 09/11
End of Project: 03/15
Specifications
Height: 111 metres
Length: 390 metres
Volume of RCC: 584 m3x103
Total volume: 940 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.80 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.82 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.82 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 & |
| 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 91 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 39 | Low-lime flyash (ASTM Class F) |

Details
Country: Turkey
Owner: Enerjisa En. Ut. A.S.
Type: Gravity
Purpose(s): Hydropower
River: Göksu
Reservoir capacity: 51 m3x106
Construction Dates
Start of Project: 05/09
Start of RCC: 05/09
End of RCC: 10/11
End of Project: 12/11
Specifications
Height: 68 metres
Length: 304 metres
Volume of RCC: 349 m3x103
Total volume: 384 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.25 | Traditional concrete against formwork |
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) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 40 | Low-lime flyash (ASTM Class F) |

Details
Country: Laos
Owner: Theun Hinboun Power Company
Type: Gravity
Purpose(s): Hydropower
River: Nam Gnouang
Reservoir capacity: 2450 m3x106
Construction Dates
Start of Project: 10/08
Start of RCC: 10/08
End of RCC: 12/11
End of Project: -/12
Specifications
Height: 65 metres
Length: 480 metres
Volume of RCC: 383 m3x103
Total volume: -
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 |
|---|---|
| 1.00 | 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 |
|---|---|
| 100 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: Guizhou Zhongshui Energy Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Hongdu
Reservoir capacity: 321 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: 12/11
End of Project: 12/11
Specifications
Height: 135 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: Huaneng Lancang River Hydropower Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Lancang (Mekong)
Reservoir capacity: 316 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/11
End of Project: 03/12
Specifications
Height: 105 metres
Length: 356 metres
Volume of RCC: -
Total volume: 1067 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: Boa Sorte Energética S/A
Type: Gravity
Purpose(s): Hydropower
River: Tijucas
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/11
End of Project: -/12
Specifications
Height: 26 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: Nei Mongol (Inner Mongolia) Electricity Corporation
Type: Gravity
Purpose(s): Hydropower
River: Halasxinegou
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/11
End of Project: -/12
Specifications
Height: 69 metres
Length: 242 metres
Volume of RCC: 185 m3x103
Total volume: 330 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: Cambodia
Owner: Electricity of Cambodia (44-year BOT to Sinohydro Corporation)
Type: Gravity
Purpose(s): Hydropower
River: Kamchay
Reservoir capacity: 718 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/11
End of Project: -/12
Specifications
Height: 112 metres
Length: 568 metres
Volume of RCC: 1100 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | |
| 0.30 |
Downstream
| Slope | Type |
|---|---|
| 0.75 |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: China
Owner: Enshi Mawei Valley Hydropower Development Co. Ltd.
Type: Thin Arch
Purpose(s): Hydropower
River: Maweigou
Reservoir capacity: 29 m3x106
Construction Dates
Start of Project: 12/08
Start of RCC: 12/08
End of RCC: -/11
End of Project: -/12
Specifications
Height: 140 metres
Length: 116 metres
Volume of RCC: -
Total volume: 212 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: Central Hydropower Joint Stock Company
Type: Gravity
Purpose(s): Hydropower
River: A Sap
Reservoir capacity: -
Construction Dates
Start of Project: 06/07
Start of RCC: 06/07
End of RCC: -/11
End of Project: -/12
Specifications
Height: 50 metres
Length: 208 metres
Volume of RCC: 138 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: Turkey
Owner: Püre Energy Üretim Tic. A.S.
Type: Gravity
Purpose(s): Hydropower
River: Aras
Reservoir capacity: 21 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/11
End of Project: 10/11
Specifications
Height: 55 metres
Length: 148 metres
Volume of RCC: 120 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Brazil
Owner: Centrais Eletricas Brasileiras sa Eletrobras
Type: Gravity
Purpose(s): Hydropower
River: Paraiba do Sul
Reservoir capacity: 114 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: 12/11
Specifications
Height: 30 metres
Length: 270 metres
Volume of RCC: 44 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: Brazil
Owner: Statkraft (Moinho S.A.)
Type: Gravity
Purpose(s): Hydropower
River: Bernado José
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: -/11
Specifications
Height: 22 metres
Length: 126 metres
Volume of RCC: 9 m3x103
Total volume: 25 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: China
Owner: Baise WaCun Hydropower Development Co.
Type: Gravity
Purpose(s): Hydropower
River: Xiyang
Reservoir capacity: 57 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: -/11
Specifications
Height: 69 metres
Length: 247 metres
Volume of RCC: -
Total volume: 289 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: Guodian Shaanxi Hydropower Development Co.
Type: Gravity
Purpose(s): Hydropower
River: Dan
Reservoir capacity: 95 m3x106
Construction Dates
Start of Project: 02/09
Start of RCC: 02/09
End of RCC: -/11
End of Project: -/11
Specifications
Height: 70 metres
Length: 221 metres
Volume of RCC: -
Total volume: 221 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: Autódromo Energética S/A
Type: Gravity
Purpose(s): Hydropower
River: Carreiro
Reservoir capacity: 4 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/11
End of Project: -/11
Specifications
Height: 23 metres
Length: 271 metres
Volume of RCC: 21 m3x103
Total volume: 47 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 67 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 17 | Natural pozzolan (ASTM Class N) |

Details
Country: Brazil
Owner: Boa Fé Energética S.A.
Type: Gravity
Purpose(s): Hydropower
River: Carreiro
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/11
End of Project: -/11
Specifications
Height: 26 metres
Length: 198 metres
Volume of RCC: 32 m3x103
Total volume: 58 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: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Hydropower / Water Supply
River: Hezil
Reservoir capacity: 29 m3x106
Construction Dates
Start of Project: 08/08
Start of RCC: 08/08
End of RCC: -/11
End of Project: 02/12
Specifications
Height: 89 metres
Length: 356 metres
Volume of RCC: 718 m3x103
Total volume: 752 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 81 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 39 | No pozzolan used |

Details
Country: Brazil
Owner: Energisa Geracão Rio Grande S/A
Type: Gravity
Purpose(s): Hydropower
River: Grande
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: 02/12
Specifications
Height: 44 metres
Length: 285 metres
Volume of RCC: 81 m3x103
Total volume: 105 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: Santo Antônio Energia
Type: Gravity
Purpose(s): Hydropower
River: Madeira
Reservoir capacity: 2075 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/11
End of Project: 03/12
Specifications
Height: 25 metres
Length: 3100 metres
Volume of RCC: 560 m3x103
Total volume: 3086 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: Passos Maia Energética S.A. (Statkraft, Adami & Madeiras)
Type: Gravity
Purpose(s): Hydropower
River: Chapecó
Reservoir capacity: 14 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: 09/12
Specifications
Height: 34 metres
Length: -
Volume of RCC: 66 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) |
|---|
| 72 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 18 | Natural pozzolan (ASTM Class N) |

Details
Country: China
Owner: Hubei Huaqing Power Co. Ltd.
Type: Thin Arch
Purpose(s): Hydropower
River: Loushui
Reservoir capacity: 52 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/11
End of Project: -/12
Specifications
Height: 74 metres
Length: 146 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: Honghe Guangyuan Hydropwer and Madushan Development Co. Ltd.
Type: Gravity
Purpose(s): Hydropower / Navigation / Water Supply
River: Honghe
Reservoir capacity: 552 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/11
End of Project: -/12
Specifications
Height: 108 metres
Length: 353 metres
Volume of RCC: -
Total volume: 987 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: Yunnan Jinsha River Hydropower Co. Ltd.
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation
River: Jinsha
Reservoir capacity: 885 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/11
End of Project: -/12
Specifications
Height: 138 metres
Length: 482 metres
Volume of RCC: -
Total volume: 2707 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: Turkey
Owner: Karen Energy
Type: Gravity
Purpose(s): Hydropower
River: Balkusan
Reservoir capacity: 15 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: -/12
Specifications
Height: 48 metres
Length: 189 metres
Volume of RCC: 60 m3x103
Total volume: 76 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 1200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 75 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 50 | |

Details
Country: China
Owner: Yumen Hongyuan Industrial Company
Type: Gravity
Purpose(s): Hydropower
River: Sule
Reservoir capacity: -
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: -/12
Specifications
Height: 64 metres
Length: 147 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: Yunnan Baoshan Electric Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Longjiang
Reservoir capacity: 53 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: -/12
Specifications
Height: 76 metres
Length: 239 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: France
Owner: Electricité de France
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Rizzanese
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: 02/12
End of Project: -/12
Specifications
Height: 41 metres
Length: 140 metres
Volume of RCC: 64 m3x103
Total volume: 72 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels with geomembrane |
| 1.00 | RCC against precast concrete blocks |
Downstream
| Slope | Type |
|---|---|
| Vertical | |
| 0.80 |
Spillway
| Slope | Type |
|---|---|
| 0.80 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

Details
Country: Turkey
Owner: Enerjisa En. Ut. A.S.
Type: Gravity
Purpose(s): Hydropower
River: Göksu
Reservoir capacity: 98 m3x106
Construction Dates
Start of Project: 07/09
Start of RCC: 07/09
End of RCC: 04/12
End of Project: -/13
Specifications
Height: 109 metres
Length: 413 metres
Volume of RCC: 975 m3x103
Total volume: 1050 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.60 | 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) |
|---|
| 85 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 45 | Low-lime flyash (ASTM Class F) |

Details
Country: Vietnam
Owner: Trung Nam Power Jointstock Company
Type: Gravity
Purpose(s): Hydropower
River: Dong Nai
Reservoir capacity: 281 m3x106
Construction Dates
Start of Project: 04/09
Start of RCC: 04/09
End of RCC: 05/12
End of Project: 03/13
Specifications
Height: 80 metres
Length: 429 metres
Volume of RCC: 786 m3x103
Total volume: 1025 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 120 | Natural pozzolan (ASTM Class N) |
| 110 |

Details
Country: Ghana
Owner: BPA (Bui Power Authority)
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Bui
Reservoir capacity: 12570 m3x106
Construction Dates
Start of Project: 10/07
Start of RCC: 10/07
End of RCC: 05/12
End of Project: 11/14
Specifications
Height: 108 metres
Length: 493 metres
Volume of RCC: 830 m3x103
Total volume: 900 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 |
|---|---|
| 0.75 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 45 |
| 61 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 85 | Low-lime flyash (ASTM Class F) |
| 91 |

Details
Country: Turkey
Owner: MEM Enerji Elektrik Üretim Sanayi ve Ticaret A.Ş
Type: Gravity
Purpose(s): Hydropower
River: Göksu
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: 02/10
Start of RCC: 02/10
End of RCC: 05/12
End of Project: 07/12
Specifications
Height: 69 metres
Length: 118 metres
Volume of RCC: 96 m3x103
Total volume: 122 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.067 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast before RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 55 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 55 | Low-lime flyash (ASTM Class F) |

Details
Country: Vietnam
Owner: EVN (Electrictie de Vietnam)
Type: Gravity
Purpose(s): Hydropower
River: Nam Mu
Reservoir capacity: 2138 m3x106
Construction Dates
Start of Project: 01/06
Start of RCC: 01/06
End of RCC: 08/12
End of Project: 12/13
Specifications
Height: 130 metres
Length: 425 metres
Volume of RCC: 1600 m3x103
Total volume: 2 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 |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 160 | Low-lime flyash (ASTM Class F) |

Details
Country: Turkey
Owner: MCK Elektrik Uretim A.S.
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Emet
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: 05/10
Start of RCC: 05/10
End of RCC: 09/12
End of Project: 01/13
Specifications
Height: 39 metres
Length: 313 metres
Volume of RCC: 180 m3x103
Total volume: 210 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Traditional concrete against formwork with external geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.75 | 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) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 40 | Low-lime flyash (ASTM Class F) |

Details
Country: Turkey
Owner: Akköy Energy A.S.
Type: Gravity
Purpose(s): Hydropower
River: Karaovacik
Reservoir capacity: 14 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: 09/12
End of Project: -/13
Specifications
Height: 60 metres
Length: 260 metres
Volume of RCC: 226 m3x103
Total volume: 306 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 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 85 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 85 | Natural pozzolan (ASTM Class N) |

Details
Country: Laos
Owner: Nam Ngum 5 Power Company Ltd. (15% Électricité du Laos - Generation Company Ltd., 85% Power)
Type: Thin Arch
Purpose(s): Hydropower
River: Nam Ting
Reservoir capacity: 314 m3x106
Construction Dates
Start of Project: 10/08
Start of RCC: 10/08
End of RCC: 12/12
End of Project: 12/12
Specifications
Height: 101 metres
Length: 235 metres
Volume of RCC: 298 m3x103
Total volume: 421 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: Petro Vietnam
Type: Gravity
Purpose(s): Hydropower
River: Dak Drinh
Reservoir capacity: 249 m3x106
Construction Dates
Start of Project: 01/09
Start of RCC: 01/09
End of RCC: 12/12
End of Project: 12/13
Specifications
Height: 100 metres
Length: 466 metres
Volume of RCC: 788 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 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 |
|---|---|
| 115 | Natural pozzolan (ASTM Class N) |

Details
Country: Pakistan
Owner: WAPDA (Water and Power Development Authority) and CTGC (China Three Gorges Corp.)
Type: Gravity
Purpose(s): Hydropower
River: Duber Khwar
Reservoir capacity: -
Construction Dates
Start of Project: 06/03
Start of RCC: 06/03
End of RCC: -/12
End of Project: 01/14
Specifications
Height: 41 metres
Length: 202 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: Yunnan Jinsha River Hydropower Co. Ltd.
Type: Gravity
Purpose(s): Flood Control / Hydropower / Navigation / Recreation / Water Supply
River: Jinsha
Reservoir capacity: 558 m3x106
Construction Dates
Start of Project: 08/07
Start of RCC: 08/07
End of RCC: -/12
End of Project: -/13
Specifications
Height: 119 metres
Length: 768 metres
Volume of RCC: 2840 m3x103
Total volume: 3853 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 96 |
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 96 | Low-lime flyash (ASTM Class F) |
| 90 |

Details
Country: Pakistan
Owner: WAPDA (Water and Power Development Authority) and CTGC (China Three Gorges Corp.)
Type: Gravity
Purpose(s): Hydropower
River: Allai Khwar
Reservoir capacity: -
Construction Dates
Start of Project: 01/05
Start of RCC: 01/05
End of RCC: -/12
End of Project: 03/13
Specifications
Height: 51 metres
Length: 88 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: Shankouyan Hydro Project Development Co.
Type: Thin Arch
Purpose(s): Hydropower
River: Yuanhe
Reservoir capacity: 105 m3x106
Construction Dates
Start of Project: 11/07
Start of RCC: 11/07
End of RCC: -/12
End of Project: -/13
Specifications
Height: 99 metres
Length: 268 metres
Volume of RCC: -
Total volume: 272 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: -
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/12
End of Project: -/12
Specifications
Height: 16 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: Gabon
Owner: Ministries of Mining, Energy, Oil and Water Resources
Type: Gravity
Purpose(s): Hydropower
River: Ogooué
Reservoir capacity: -
Construction Dates
Start of Project: 11/08
Start of RCC: 11/08
End of RCC: -/12
End of Project: 08/13
Specifications
Height: 37 metres
Length: 300 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) |
|---|
| 105 |
| 96 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 70 | Low-lime flyash (ASTM Class F) |
| 64 |

Details
Country: China
Owner: Wujiang Hydroelectric Development Corporation
Type: Gravity
Purpose(s): Flood Control / Hydropower / Navigation
River: Wu
Reservoir capacity: 910 m3x106
Construction Dates
Start of Project: 05/06
Start of RCC: 05/06
End of RCC: -/12
End of Project: -/13
Specifications
Height: 101 metres
Length: 631 metres
Volume of RCC: 1510 m3x103
Total volume: 1980 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
| 0.15 |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: China
Owner: Guizhou Water-investment Hydropower Development Co., Ltd
Type: Thin Arch
Purpose(s): Hydropower
River: Masha
Reservoir capacity: 61 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/12
End of Project: -/13
Specifications
Height: 81 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: Yalong River Hydropower Development Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Yalong
Reservoir capacity: 760 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/12
End of Project: -/13
Specifications
Height: 168 metres
Length: 516 metres
Volume of RCC: 2970 m3x103
Total volume: 3020 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | |
| 0.30 |
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
| 0.70 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 72 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 88 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: Ximeng Fubian Hydropower Development Co. Ltd.
Type: Thin Arch
Purpose(s): Hydropower
River: Nankang
Reservoir capacity: 31 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/12
End of Project: -/12
Specifications
Height: 68 metres
Length: 179 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: CTG Brasil
Type: Gravity
Purpose(s): Hydropower
River: Sapucai
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/12
End of Project: 07/13
Specifications
Height: 15 metres
Length: 482 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: Rio Canoas Energia S.A.
Type: Gravity
Purpose(s): Hydropower
River: Canoas
Reservoir capacity: 296 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/12
End of Project: 09/13
Specifications
Height: 42 metres
Length: 517 metres
Volume of RCC: 264 m3x103
Total volume: 382 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: Turkey
Owner: DSI - State Hydraulic Works
Type: Hardfill
Purpose(s): Hydropower
River: Kizilirmak
Reservoir capacity: 41 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/12
End of Project: -/13
Specifications
Height: 42 metres
Length: 251 metres
Volume of RCC: 160 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: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Hydropower
River: Robozik
Reservoir capacity: 44 m3x106
Construction Dates
Start of Project: 09/08
Start of RCC: 09/08
End of RCC: -/12
End of Project: -/13
Specifications
Height: 39 metres
Length: 173 metres
Volume of RCC: 60 m3x103
Total volume: 64 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | 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 | 1200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 77 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 63 | Natural pozzolan (ASTM Class N) |

Details
Country: Brazil
Owner: CJ Hydro - Geraçao de Energia S.A
Type: Gravity
Purpose(s): Hydropower
River: Turvo
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/12
End of Project: -/13
Specifications
Height: 22 metres
Length: 237 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: Centrais Hidrelétricas Grapon S/A
Type: Gravity
Purpose(s): Hydropower
River: Pomba
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/12
End of Project: -/13
Specifications
Height: 32 metres
Length: 273 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: Vietnam
Owner: FPT Corporation
Type: Gravity
Purpose(s): Hydropower
River: Bo
Reservoir capacity: 821 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/12
End of Project: -/13
Specifications
Height: 83 metres
Length: -
Volume of RCC: 260 m3x103
Total volume: 400 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 100 | Natural pozzolan (ASTM Class N) |

Details
Country: Brazil
Owner: Pezzi Energética S.A.
Type: Gravity
Purpose(s): Hydropower
River: das Antas
Reservoir capacity: 24 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/12
End of Project: -/13
Specifications
Height: 42 metres
Length: 238 metres
Volume of RCC: 44 m3x103
Total volume: 80 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 76 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 19 | Natural pozzolan (ASTM Class N) |

Details
Country: Brazil
Owner: Serra dos Cavalinhos II Energética S.A.
Type: Gravity
Purpose(s): Hydropower
River: das Antas
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/12
End of Project: -/13
Specifications
Height: 42 metres
Length: 123 metres
Volume of RCC: 33 m3x103
Total volume: 80 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: Malaysia
Owner: SEB (Sarawak Energy Bhd)
Type: Gravity
Purpose(s): Hydropower
River: Murum
Reservoir capacity: 12043 m3x106
Construction Dates
Start of Project: 10/08
Start of RCC: 10/08
End of RCC: 07/13
End of Project: -/15
Specifications
Height: 146 metres
Length: 440 metres
Volume of RCC: 1520 m3x103
Total volume: 1660 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
| 0.20 | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork [stepped face] |
| 0.80 |
Spillway
| Slope | Type |
|---|---|
| 0.70 | |
| 0.80 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 88 |
| 65 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 88 | Low-lime flyash (ASTM Class F) |
| 72 |

Details
Country: USA
Owner: American Municipal Partners (AMP)
Type: Hardfill
Purpose(s): Hydropower
River: Ohio
Reservoir capacity: -
Construction Dates
Start of Project: 05/09
Start of RCC: 05/09
End of RCC: 08/13
End of Project: 09/16
Specifications
Height: 35 metres
Length: 158 metres
Volume of RCC: 113 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 230 | 230 |
Cementitious material
| Cement (kg/m3) |
|---|
| 118 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 64 | Low-lime flyash (ASTM Class F) |

Details
Country: USA
Owner: American Municipal Partners (AMP)
Type: Hardfill
Purpose(s): Hydropower
River: Ohio
Reservoir capacity: -
Construction Dates
Start of Project: 04/11
Start of RCC: 04/11
End of RCC: 12/13
End of Project: 04/16
Specifications
Height: 28 metres
Length: 84 metres
Volume of RCC: 56 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 230 | 230 |
Cementitious material
| Cement (kg/m3) |
|---|
| 116 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 62 | Low-lime flyash (ASTM Class F) |

Details
Country: Myanmar
Owner: Department of Hydroelectric Power - Ministry of Electric Power
Type: Gravity
Purpose(s): Hydropower
River: Paung Laung
Reservoir capacity: 1285 m3x106
Construction Dates
Start of Project: 01/06
Start of RCC: 01/06
End of RCC: 12/13
End of Project: -/14
Specifications
Height: 103 metres
Length: 537 metres
Volume of RCC: 936 m3x103
Total volume: 1100 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) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 140 | Natural pozzolan (ASTM Class N) |

Details
Country: China
Owner: Department of Water Resources, Xinjiang Province
Type: Gravity
Purpose(s): Flood Control / Hydropower / Water Supply
River: E’erqisi
Reservoir capacity: 2419 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/13
End of Project: -/14
Specifications
Height: 122 metres
Length: 1489 metres
Volume of RCC: 2520 m3x103
Total volume: 2890 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
| 0.75 |
Spillway
| Slope | Type |
|---|---|
| 0.75 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| Low-lime flyash (ASTM Class F) | |

Details
Country: China
Owner: Guizhou Qianyuan Power Company
Type: Gravity
Purpose(s): Hydropower
River: Beipan
Reservoir capacity: 137 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/13
End of Project: -/14
Specifications
Height: 109 metres
Length: 250 metres
Volume of RCC: -
Total volume: 591 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: Luntan Hydraulic Engineering Co. Ltd.
Type: Thin Arch
Purpose(s): Hydropower
River: Yangcunshui
Reservoir capacity: 180 m3x106
Construction Dates
Start of Project: 12/08
Start of RCC: 12/08
End of RCC: -/13
End of Project: -/14
Specifications
Height: 90 metres
Length: 218 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: CERTEL
Type: Gravity
Purpose(s): Hydropower
River: Forqueta
Reservoir capacity: -
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/13
End of Project: -/13
Specifications
Height: 23 metres
Length: 190 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: Chile
Owner: Colbún SA
Type: Gravity
Purpose(s): Hydropower
River: BioBio
Reservoir capacity: -
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/13
End of Project: -/14
Specifications
Height: 63 metres
Length: 125 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: China Huadian Corporation
Type: Thin Arch
Purpose(s): Hydropower / Water Supply
River: Muli
Reservoir capacity: 190 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/13
End of Project: -/14
Specifications
Height: 132 metres
Length: 211 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: Guizhou Qianyuan Power Co. Ltd.
Type: Thin Arch
Purpose(s): Hydropower
River: Beipan
Reservoir capacity: 85 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/13
End of Project: -/15
Specifications
Height: 119 metres
Length: 205 metres
Volume of RCC: 199 m3x103
Total volume: 267 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| curve | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| curve | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| ogee | RCC against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Brazil
Owner: Eletrosul Centrais Elétricas SA
Type: Gravity
Purpose(s): Hydropower
River: Caveiras
Reservoir capacity: 23 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/13
End of Project: 11/13
Specifications
Height: 29 metres
Length: 170 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: HydroChina Co.
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Furong
Reservoir capacity: 57 m3x106
Construction Dates
Start of Project: 10/11
Start of RCC: 10/11
End of RCC: -/13
End of Project: -/13
Specifications
Height: 59 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Brazil
Owner: Eletrosul Centrais Elétricas S/A
Type: Gravity
Purpose(s): Hydropower / Water Supply
River: Braço do Norte
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/13
End of Project: -/13
Specifications
Height: 25 metres
Length: 117 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: Peru
Owner: Empresa de Generacion Huanza
Type: Gravity
Purpose(s): Hydropower
River: Pallca
Reservoir capacity: -
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/13
End of Project: -/14
Specifications
Height: 38 metres
Length: -
Volume of RCC: 85 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: Chengde Shuangfengsi Project Bureau
Type: Gravity
Purpose(s): Hydropower
River: Luanhe
Reservoir capacity: 137 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/13
End of Project: -/14
Specifications
Height: 50 metres
Length: 535 metres
Volume of RCC: -
Total volume: 550 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: Cambodia
Owner: Ministry of Mines and Energy
Type: Gravity
Purpose(s): Hydropower
River: Russei Chrum
Reservoir capacity: 62 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/13
End of Project: -/14
Specifications
Height: 59 metres
Length: 325 metres
Volume of RCC: 170 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: Guodian Haikong Hongling water construction Co. Ltd.
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Dabian
Reservoir capacity: 662 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/13
End of Project: -/14
Specifications
Height: 92 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: Nei Mongol (Inner Mongolia) Electricity Corporation
Type: Gravity
Purpose(s): Hydropower
River: Halasxinegou
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/13
End of Project: -/14
Specifications
Height: 58 metres
Length: 308 metres
Volume of RCC: 205 m3x103
Total volume: 717 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: Panama
Owner: Fountain Hydro Power Corp.
Type: Gravity
Purpose(s): Hydropower
River: Chiriqui Viejo
Reservoir capacity: -
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/13
End of Project: -/14
Specifications
Height: 56 metres
Length: 406 metres
Volume of RCC: 87 m3x103
Total volume: 272 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: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Bembo
Reservoir capacity: 11 m3x106
Construction Dates
Start of Project: 09/08
Start of RCC: 09/08
End of RCC: 02/14
End of Project: 11/14
Specifications
Height: 69 metres
Length: 210 metres
Volume of RCC: 162 m3x103
Total volume: 202 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | 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 | 1200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 80 | Natural pozzolan (ASTM Class N) |

Details
Country: Turkey
Owner: Kalehan Energy Üretim ve Ticaret A.S.
Type: Hardfill
Purpose(s): Hydropower
River: Murat
Reservoir capacity: 369 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: 03/14
End of Project: 03/15
Specifications
Height: 97 metres
Length: 361 metres
Volume of RCC: 1480 m3x103
Total volume: 1661 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 40 | Milled sand |

Details
Country: Vietnam
Owner: EVN (Electrictie de Vietnam)
Type: Gravity
Purpose(s): Hydropower
River: Vu Gia
Reservoir capacity: 511 m3x106
Construction Dates
Start of Project: 09/10
Start of RCC: 09/10
End of RCC: 04/14
End of Project: 01/15
Specifications
Height: 114 metres
Length: 345 metres
Volume of RCC: 963 m3x103
Total volume: 1170 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | |
| 0.40 |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 120 | Natural pozzolan (ASTM Class N) & |
| 140 | Low-lime flyash (ASTM Class F) |

Details
Country: USA
Owner: American Municipal Partners (AMP)
Type: Hardfill
Purpose(s): Hydropower
River: Ohio
Reservoir capacity: -
Construction Dates
Start of Project: 12/11
Start of RCC: 12/11
End of RCC: 04/14
End of Project: 02/16
Specifications
Height: 20 metres
Length: 66 metres
Volume of RCC: 49 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 230 | 230 |
Cementitious material
| Cement (kg/m3) |
|---|
| 116 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 62 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: Datang Huarui Investment Group Ltd.
Type: Gravity
Purpose(s): Flood Control / Hydropower / Navigation / Recreation
River: Jinsha
Reservoir capacity: 2263 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: 05/14
End of Project: -/16
Specifications
Height: 159 metres
Length: 1250 metres
Volume of RCC: 6473 m3x103
Total volume: 9364 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
| 0.10 |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 53 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 99 | Low-lime flyash (ASTM Class F) |

Details
Country: Japan
Owner: Ministry of Land, Infrastructure, Transport and Tourism
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation
River: Iwaki
Reservoir capacity: 141 m3x106
Construction Dates
Start of Project: 10/08
Start of RCC: 10/08
End of RCC: 08/14
End of Project: 03/16
Specifications
Height: 97 metres
Length: 342 metres
Volume of RCC: 500 m3x103
Total volume: 717 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 1.00 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.74 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.74 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 91 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 39 | Low-lime flyash (ASTM Class F) |

Details
Country: Panama
Owner: Hidroécología Teribe (HET) S.A.
Type: Gravity
Purpose(s): Hydropower
River: Bonyic
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: 08/14
End of Project: -/15
Specifications
Height: 37 metres
Length: 165 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: USA
Owner: American Municipal Partners (AMP)
Type: Hardfill
Purpose(s): Hydropower
River: Ohio
Reservoir capacity: -
Construction Dates
Start of Project: 12/11
Start of RCC: 12/11
End of RCC: 10/14
End of Project: 07/17
Specifications
Height: 33 metres
Length: 153 metres
Volume of RCC: 120 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 230 | 230 |
Cementitious material
| Cement (kg/m3) |
|---|
| 118 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 64 | Low-lime flyash (ASTM Class F) |

Details
Country: Turkey
Owner: Darenhes A.S.
Type: Hardfill
Purpose(s): Hydropower
River: PeriSuyu
Reservoir capacity: 358 m3x106
Construction Dates
Start of Project: 11/10
Start of RCC: 11/10
End of RCC: 10/14
End of Project: -/15
Specifications
Height: 88 metres
Length: 500 metres
Volume of RCC: 760 m3x103
Total volume: 838 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 1200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 120 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

Details
Country: China
Owner: China Three Gorges Corporation
Type: Gravity
Purpose(s): Hydropower
River: Jinsha
Reservoir capacity: 52 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/14
End of Project: -/16
Specifications
Height: 162 metres
Length: 909 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: Yalongjiang Valley Hydropower Development
Type: Gravity
Purpose(s): Hydropower
River: Yalong
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/14
End of Project: -/16
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: Yunnan Huadian Hydropower Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Jingsha
Reservoir capacity: 1718 m3x106
Construction Dates
Start of Project: 01/07
Start of RCC: 01/07
End of RCC: -/14
End of Project: -/15
Specifications
Height: 140 metres
Length: 622 metres
Volume of RCC: -
Total volume: 1920 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | |
| 0.20 |
Downstream
| Slope | Type |
|---|---|
| 0.75 |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Turkey
Owner: Akköy Energy A.S.
Type: Gravity
Purpose(s): Hydropower
River: Gevne
Reservoir capacity: 109 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/14
End of Project: -/15
Specifications
Height: 113 metres
Length: 300 metres
Volume of RCC: 490 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: Chapecó
Reservoir capacity: -
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/14
End of Project: -/14
Specifications
Height: 20 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: Turkey
Owner: Pelin Energy
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Kura
Reservoir capacity: 148 m3x106
Construction Dates
Start of Project: 01/10
Start of RCC: 01/10
End of RCC: -/14
End of Project: 02/15
Specifications
Height: 159 metres
Length: 230 metres
Volume of RCC: 637 m3x103
Total volume: 780 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Hanshuinanhe
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/14
End of Project: -/15
Specifications
Height: 98 metres
Length: -
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: Ecuador
Owner: CELEC (Corporatión Eléctrica del Ecuador)
Type: Gravity
Purpose(s): Hydropower
River: Mauduriacu
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: 12/11
Start of RCC: 12/11
End of RCC: -/14
End of Project: 03/15
Specifications
Height: 61 metres
Length: 245 metres
Volume of RCC: 114 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.25 |
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 |
|---|---|
| Natural pozzolan (ASTM Class N) | |

Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Hardfill
Purpose(s): Hydropower / Irrigation / Water Supply
River: Zamanti
Reservoir capacity: 195 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/14
End of Project: 06/15
Specifications
Height: 37 metres
Length: 842 metres
Volume of RCC: 1890 m3x103
Total volume: 1943 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.76 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.76 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 1200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |

Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Hydropower
River: Ortasu
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: 09/08
Start of RCC: 09/08
End of RCC: -/14
End of Project: -/15
Specifications
Height: 53 metres
Length: 431 metres
Volume of RCC: 392 m3x103
Total volume: 460 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | 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 | 600 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Hydropower
River: Robozik
Reservoir capacity: 13 m3x106
Construction Dates
Start of Project: 09/08
Start of RCC: 09/08
End of RCC: -/14
End of Project: -/15
Specifications
Height: 66 metres
Length: 165 metres
Volume of RCC: 131 m3x103
Total volume: 138 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Traditional concrete against formwork |
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 | 1200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 77 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 63 | Natural pozzolan (ASTM Class N) |

Details
Country: China
Owner: Xian Water Affair Group
Type: Thin Arch
Purpose(s): Hydropower
River: Bahe
Reservoir capacity: 53 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/14
End of Project: -/15
Specifications
Height: 99 metres
Length: 352 metres
Volume of RCC: 370 m3x103
Total volume: 478 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: Helong Electricity Corporation
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Recreation / Water Supply
River: Hailanhe
Reservoir capacity: 21 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/14
End of Project: -/15
Specifications
Height: 41 metres
Length: 271 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.73 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| conduit |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 2000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 100 | Low-lime flyash (ASTM Class F) |

Details
Country: Turkey
Owner: Derin Enerji Uretim San. Ve Tic. A.S.
Type: Gravity
Purpose(s): Hydropower
River: Kökün
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/14
End of Project: -/15
Specifications
Height: 45 metres
Length: 162 metres
Volume of RCC: 400 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: Turkey
Owner: Peker Energy Inc
Type: Gravity
Purpose(s): Hydropower
River: Büyük Menderes
Reservoir capacity: 15 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/14
End of Project: -/15
Specifications
Height: 61 metres
Length: 145 metres
Volume of RCC: 150 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: Turkey
Owner: Ozdogan Enerji
Type: Gravity
Purpose(s): Hydropower
River: Oltu
Reservoir capacity: 308 m3x106
Construction Dates
Start of Project: 04/11
Start of RCC: 04/11
End of RCC: 02/15
End of Project: 10/15
Specifications
Height: 177 metres
Length: 405 metres
Volume of RCC: 1650 m3x103
Total volume: 1900 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) |
|---|
| 50 |
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 110 | Low-lime flyash (ASTM Class F) |
| 120 |

Details
Country: Turkey
Owner: Bereket Energy
Type: Hardfill
Purpose(s): Hydropower
River: Zamanti
Reservoir capacity: 109 m3x106
Construction Dates
Start of Project: 04/11
Start of RCC: 04/11
End of RCC: 03/15
End of Project: -/16
Specifications
Height: 133 metres
Length: 200 metres
Volume of RCC: 749 m3x103
Total volume: 900 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.30 | Traditional concrete against formwork |
| 1.00 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.60 | Traditional concrete against formwork |
| 1.00 | 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) |
|---|
| 50 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 50 | Low-lime flyash (ASTM Class F) |

Details
Country: Turkey
Owner: EBD En. Ür. ve Tic. A.S.
Type: Arch-Gravity
Purpose(s): Hydropower
River: Kura
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: 10/12
Start of RCC: 10/12
End of RCC: 04/15
End of Project: 11/15
Specifications
Height: 70 metres
Length: 250 metres
Volume of RCC: 248 m3x103
Total volume: 252 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.15 | RCC against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) [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) |
|---|
| 85 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 130 | Natural pozzolan (ASTM Class N) |

Details
Country: Vietnam
Owner: EVN (Electrictie de Vietnam)
Type: Gravity
Purpose(s): Hydropower
River: Song Da (Black River)
Reservoir capacity: 1215 m3x106
Construction Dates
Start of Project: 06/10
Start of RCC: 06/10
End of RCC: 05/15
End of Project: 07/17
Specifications
Height: 131 metres
Length: 620 metres
Volume of RCC: 1884 m3x103
Total volume: 2500 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) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 160 | Low-lime flyash (ASTM Class F) |

Details
Country: India
Owner: NHPC Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Teesta
Reservoir capacity: 37 m3x106
Construction Dates
Start of Project: 05/06
Start of RCC: 05/06
End of RCC: 05/15
End of Project: 08/16
Specifications
Height: 45 metres
Length: 196 metres
Volume of RCC: 167 m3x103
Total volume: 170 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.40 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 85 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 135 | Low-lime flyash (ASTM Class F) |

Details
Country: Peru
Owner: IC Power
Type: Gravity
Purpose(s): Hydropower
River: Mantaro
Reservoir capacity: 37 m3x106
Construction Dates
Start of Project: 11/12
Start of RCC: 11/12
End of RCC: 06/15
End of Project: -/16
Specifications
Height: 89 metres
Length: 270 metres
Volume of RCC: 250 m3x103
Total volume: 450 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Traditional concrete against formwork |
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 | 600 |
Cementitious material
| Cement (kg/m3) |
|---|
| 115 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 23 | |

Details
Country: Laos
Owner: Xekaman Power Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Xe Kaman
Reservoir capacity: 3120 m3x106
Construction Dates
Start of Project: 03/12
Start of RCC: 03/12
End of RCC: 07/15
End of Project: 12/16
Specifications
Height: 120 metres
Length: 335 metres
Volume of RCC: 870 m3x103
Total volume: 1065 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Downstream
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| Reinforced conventional concrete cast after RCC placement |
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: Malaysia
Owner: Tenaga Nasional Berhad (TNB)
Type: Gravity
Purpose(s): Hydropower
River: Bertam, Telom and Lemoi
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: 03/11
Start of RCC: 03/11
End of RCC: 09/15
End of Project: 07/16
Specifications
Height: 90 metres
Length: 513 metres
Volume of RCC: 731 m3x103
Total volume: 747 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork with external geomembrane (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 400 | 2400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| 95 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |
| 0 |

Details
Country: Ethiopia
Owner: Ethiopian Electric Power (EEP)
Type: Gravity
Purpose(s): Hydropower
River: Omo
Reservoir capacity: 14690 m3x106
Construction Dates
Start of Project: 04/08
Start of RCC: 04/08
End of RCC: 10/15
End of Project: -/16
Specifications
Height: 246 metres
Length: 630 metres
Volume of RCC: 6200 m3x103
Total volume: 6400 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.25 | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 1.00 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 1.00 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 400 | 400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 70 to |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 45 to | Ground-granulated blast-furnace slag |

Details
Country: China
Owner: China Power International Development
Type: Gravity
Purpose(s): Hydropower
River: Yuan
Reservoir capacity: 1384 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/15
End of Project: -/16
Specifications
Height: 82 metres
Length: 649 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: Turkey
Owner: Aksa Energy Production Trade and Industry Co. Inc.
Type: Gravity
Purpose(s): Hydropower
River: Göksu
Reservoir capacity: 63 m3x106
Construction Dates
Start of Project: 01/07
Start of RCC: 01/07
End of RCC: -/15
End of Project: -/17
Specifications
Height: 70 metres
Length: 235 metres
Volume of RCC: 232 m3x103
Total volume: 260 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.07 | RCC against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 50 to | Low-lime flyash (ASTM Class F) |

Details
Country: Laos
Owner: EDL (Electricite du Laos)
Type: Gravity
Purpose(s): Hydropower
River: Nam Ou
Reservoir capacity: 335 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/15
End of Project: 05/16
Specifications
Height: 74 metres
Length: 445 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: ANEEL (Agência Nacional de Energia Elétrica)
Type: Gravity
Purpose(s): Hydropower
River: Teles Pires
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 07/11
Start of RCC: 07/11
End of RCC: -/15
End of Project: 09/16
Specifications
Height: 67 metres
Length: 360 metres
Volume of RCC: 500 m3x103
Total volume: 1020 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: Huaneng Guoduo Hydropower Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Zha Qu
Reservoir capacity: 80 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/15
End of Project: -/16
Specifications
Height: 83 metres
Length: 236 metres
Volume of RCC: -
Total volume: 550 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: Turkey
Owner: Değirmenüstü Energy
Type: Gravity
Purpose(s): Hydropower
River: Köprüçay
Reservoir capacity: 43 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/15
End of Project: -/16
Specifications
Height: 90 metres
Length: 235 metres
Volume of RCC: 330 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: CPFL Renovaveis
Type: Hardfill
Purpose(s): Hydropower
River: Preto
Reservoir capacity: 38 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/15
End of Project: 04/16
Specifications
Height: 30 metres
Length: 180 metres
Volume of RCC: 45 m3x103
Total volume: 65 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 1.25 |
Downstream
| Slope | Type |
|---|---|
| 1.25 |
Spillway
| Slope | Type |
|---|---|
| 1.25 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Laos
Owner: EDL (Electricite du Laos)
Type: Gravity
Purpose(s): Flood Control / Hydropower / Water Supply
River: Nam Khan
Reservoir capacity: 249 m3x106
Construction Dates
Start of Project: 12/12
Start of RCC: 12/12
End of RCC: -/15
End of Project: 06/16
Specifications
Height: 67 metres
Length: 154 metres
Volume of RCC: 125 m3x103
Total volume: 145 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: ENEL Green Power Fazenda S.A.
Type: Gravity
Purpose(s): Hydropower
River: dos Apiacás
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/15
End of Project: 09/16
Specifications
Height: 21 metres
Length: 503 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: ENEL Green Power Salto Apiacás S.A
Type: Gravity
Purpose(s): Hydropower
River: dos Apiacás
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/15
End of Project: -/16
Specifications
Height: 17 metres
Length: 486 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: Panama
Owner: Corporacion de Energia del Istmo Ltd. S.A.
Type: Gravity
Purpose(s): Hydropower
River: San Pablo
Reservoir capacity: 39 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/15
End of Project: -/16
Specifications
Height: 41 metres
Length: 371 metres
Volume of RCC: 77 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.85 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.85 | 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 |
|---|---|
| 0 | No pozzolan used |

Details
Country: China
Owner: Yunxi Shuishimen Reservoir Bureau
Type: Thin Arch
Purpose(s): Flood Control / Hydropower / Water Supply
River: Tianhe
Reservoir capacity: 37 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/15
End of Project: -/16
Specifications
Height: 86 metres
Length: -
Volume of RCC: -
Total volume: 150 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: Guangdong Yuedian Group Co., Ltd
Type: Thin Arch
Purpose(s): Hydropower
River: Nanpeng
Reservoir capacity: 170 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/15
End of Project: -/16
Specifications
Height: 99 metres
Length: 300 metres
Volume of RCC: -
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: Brazil
Owner: Itamarati Norte S.A.
Type: Gravity
Purpose(s): Hydropower
River: Jubinha
Reservoir capacity: 480 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/15
End of Project: -/15
Specifications
Height: 21 metres
Length: 1540 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: Itamarati Norte S.A.
Type: Gravity
Purpose(s): Hydropower
River: Juba
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/15
End of Project: -/15
Specifications
Height: 26 metres
Length: 570 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: Pakistan
Owner: Neelum Jhelum Hydropower Company
Type: Gravity
Purpose(s): Hydropower
River: Neelum
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: 08/16
End of Project: 11/17
Specifications
Height: 47 metres
Length: 125 metres
Volume of RCC: -
Total volume: 156 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 154 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 51 | Ground-granulated blast-furnace slag |

Details
Country: Vietnam
Owner: EVN (Electrictie de Vietnam)
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Ma
Reservoir capacity: 349 m3x106
Construction Dates
Start of Project: 11/12
Start of RCC: 11/12
End of RCC: 08/16
End of Project: 02/17
Specifications
Height: 88 metres
Length: 498 metres
Volume of RCC: 770 m3x103
Total volume: 1140 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
| 0.35 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Downstream
| Slope | Type |
|---|---|
| 0.65 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.65 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| 70 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 140 | Natural pozzolan (ASTM Class N) |
| 150 |

Details
Country: Turkey
Owner: Kalehan Energy Üretim ve Ticaret A.S.
Type: Gravity
Purpose(s): Hydropower
River: Murat
Reservoir capacity: 784 m3x106
Construction Dates
Start of Project: 06/12
Start of RCC: 06/12
End of RCC: 09/16
End of Project: 04/18
Specifications
Height: 150 metres
Length: 516 metres
Volume of RCC: 2224 m3x103
Total volume: 2414 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.25 | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 40 | Milled sand |

Details
Country: Turkey
Owner: Limak Energy
Type: Gravity
Purpose(s): Hydropower
River: Sakarya
Reservoir capacity: 50 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: 12/16
End of Project: 06/17
Specifications
Height: 95 metres
Length: 270 metres
Volume of RCC: 535 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: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Hydropower
River: Ortasu
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/16
End of Project: -/18
Specifications
Height: 77 metres
Length: 431 metres
Volume of RCC: 800 m3x103
Total volume: 887 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 95 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 45 | Natural pozzolan (ASTM Class N) |

Details
Country: Vietnam
Owner: Vinacomin
Type: Gravity
Purpose(s): Hydropower
River: Dong Nai
Reservoir capacity: -
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/16
End of Project: -/18
Specifications
Height: 72 metres
Length: 471 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: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Gökırmak
Reservoir capacity: 66 m3x106
Construction Dates
Start of Project: -/99
Start of RCC: -/99
End of RCC: -/16
End of Project: -/17
Specifications
Height: 73 metres
Length: 280 metres
Volume of RCC: 330 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.90 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 75 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 50 | Low-lime flyash (ASTM Class F) |

Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Hydropower
River: Bembo
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: 09/08
Start of RCC: 09/08
End of RCC: -/16
End of Project: -/17
Specifications
Height: 78 metres
Length: 176 metres
Volume of RCC: 186 m3x103
Total volume: 209 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | 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 | 1200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 80 | Natural pozzolan (ASTM Class N) |

Details
Country: China
Owner: Guilin Dayu Water Conservancy, Infrastructure, Construction and Investment Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Xiaorong
Reservoir capacity: 163 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/16
End of Project: -/17
Specifications
Height: 90 metres
Length: 255 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: Norte Energia S.A.
Type: Gravity
Purpose(s): Hydropower
River: Xingu
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/16
End of Project: -/20
Specifications
Height: 74 metres
Length: 680 metres
Volume of RCC: 63 m3x103
Total volume: 2208 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 1.20 |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: China
Owner: Xiamen Water Resources Bureau
Type: Gravity
Purpose(s): Hydropower
River: Lianhuaxi
Reservoir capacity: 33 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/16
End of Project: -/17
Specifications
Height: 30 metres
Length: 333 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
River: Jialingjiang
Reservoir capacity: 11 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/16
End of Project: -/17
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: Gravity
Purpose(s): Hydropower
River: Nujiang
Reservoir capacity: 1288 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/16
End of Project: -/18
Specifications
Height: 165 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: ICE (Instituto Costarricense de Electricidad - Costa Rican Institute of Electricity)
Type: Gravity
Purpose(s): Hydropower
River: Tárcoles
Reservoir capacity: 450 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/16
End of Project: -/17
Specifications
Height: 48 metres
Length: 130 metres
Volume of RCC: 180 m3x103
Total volume: 200 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 2500 |
Cementitious material
| Cement (kg/m3) |
|---|
| 95 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 96 | Natural pozzolan (ASTM Class N) |

Details
Country: DR Congo
Owner: SNEL
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: -
Construction Dates
Start of Project: 05/12
Start of RCC: 05/12
End of RCC: -/16
End of Project: -/17
Specifications
Height: 20 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: Serra dos Cavalinhos I Energética S.A.
Type: -
Purpose(s): Hydropower
River: das Antas
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/16
End of Project: -/17
Specifications
Height: 30 metres
Length: 204 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 / Irrigation / Water Supply
River: Qiduxi
Reservoir capacity: 24 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/16
End of Project: -/17
Specifications
Height: 54 metres
Length: 246 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
River: Dangjiahe
Reservoir capacity: 14 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/16
End of Project: -/17
Specifications
Height: 68 metres
Length: 176 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: Datang Investment Group Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Furong (Pangu)
Reservoir capacity: 90 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/16
End of Project: -/17
Specifications
Height: 85 metres
Length: 211 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: SPIC Guizhou Jinyuan Hydroelectirc Powerplant
Type: Thin Arch
Purpose(s): Hydropower
River: Niulan
Reservoir capacity: 263 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/16
End of Project: -/17
Specifications
Height: 136 metres
Length: 459 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: DR Congo
Owner: RandGold
Type: Hardfill
Purpose(s): Hydropower
River: Kibali
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: 11/14
Start of RCC: 11/14
End of RCC: -/16
End of Project: -/17
Specifications
Height: 21 metres
Length: 255 metres
Volume of RCC: 33 m3x103
Total volume: 40 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork with external geomembrane (GEVR/GE-RCC) [stepped face] |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

Details
Country: Turkey
Owner: EBD Enerji Üretim. ve Tic. A.S.
Type: Arch-Gravity
Purpose(s): Hydropower
River: Kura
Reservoir capacity: 73 m3x106
Construction Dates
Start of Project: 03/15
Start of RCC: 03/15
End of RCC: 02/17
End of Project: 04/17
Specifications
Height: 100 metres
Length: 404 metres
Volume of RCC: 640 m3x103
Total volume: 680 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.60 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.60 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 85 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 130 | Natural pozzolan (ASTM Class N) |

Details
Country: Honduras
Owner: ENEE (Empresa Nacional de Energia Eléctrica)
Type: Gravity
Purpose(s): Hydropower
River: Patuca
Reservoir capacity: 208 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: 02/17
End of Project: 12/20
Specifications
Height: 54 metres
Length: 160 metres
Volume of RCC: 120 m3x103
Total volume: 160 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | Traditional concrete against formwork |
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 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 107 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 57 | Natural pozzolan (ASTM Class N) |

Details
Country: Angola
Owner: Ministry of Energy and Water/GAMEK
Type: Gravity
Purpose(s): Hydropower
River: Kwanza
Reservoir capacity: 5482 m3x106
Construction Dates
Start of Project: 07/12
Start of RCC: 07/12
End of RCC: 03/17
End of Project: 06/18
Specifications
Height: 132 metres
Length: 1075 metres
Volume of RCC: 2646 m3x103
Total volume: 2766 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.10 |
Downstream
| Slope | Type |
|---|---|
| 0.85 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.85 | 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 |
|---|---|
| 0 | No pozzolan used |

Details
Country: Albania
Owner: Diteko Sh.p.k
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Okshtuni
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: 08/15
Start of RCC: 08/15
End of RCC: 10/17
End of Project: 02/18
Specifications
Height: 65 metres
Length: 253 metres
Volume of RCC: 141 m3x103
Total volume: 194 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Reinforced conventional concrete cast after RCC placement |
| 0.15 |
Downstream
| Slope | Type |
|---|---|
| 0.90 | Reinforced conventional concrete cast after RCC placement [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.90 | Reinforced conventional concrete cast after RCC placement [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 115 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

Details
Country: China
Owner: China Datang Corporation
Type: Thin Arch
Purpose(s): Hydropower
River: Gexiang
Reservoir capacity: 279 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/17
End of Project: -/18
Specifications
Height: 168 metres
Length: 413 metres
Volume of RCC: 760 m3x103
Total volume: 1020 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 66 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 100 | Low-lime flyash (ASTM Class F) |

Details
Country: Sri Lanka
Owner: Ministry of Irrigation and Water Resources Management
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Mathatilla Oya
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/17
End of Project: -/18
Specifications
Height: 50 metres
Length: 165 metres
Volume of RCC: 40 m3x103
Total volume: 50 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 95 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 95 | Low-lime flyash (ASTM Class F) |

Details
Country: Ecuador
Owner: Celec Ererjubones Cp
Type: Gravity
Purpose(s): Hydropower
River: Jubones
Reservoir capacity: 14 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/17
End of Project: 08/18
Specifications
Height: 78 metres
Length: 209 metres
Volume of RCC: -
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: Huaneng Lancang River Hydropower Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Lancang (Mekong)
Reservoir capacity: 272 m3x106
Construction Dates
Start of Project: 06/10
Start of RCC: 06/10
End of RCC: -/17
End of Project: -/18
Specifications
Height: 138 metres
Length: 247 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: Companhia Energetica Sinop-CES
Type: Gravity
Purpose(s): Hydropower
River: Teles Pires
Reservoir capacity: -
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/17
End of Project: -/19
Specifications
Height: 17 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: Turkey
Owner: Enerji S.A.
Type: Gravity
Purpose(s): Hydropower
River: Buyuk Cay
Reservoir capacity: -
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/17
End of Project: -/18
Specifications
Height: 150 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: PCH Senhora do Porto S.A
Type: Gravity
Purpose(s): Hydropower
River: Guanhães
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/17
End of Project: -/18
Specifications
Height: 41 metres
Length: 167 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 / Irrigation / Water Supply
River: Ximihe
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/17
End of Project: -/18
Specifications
Height: 88 metres
Length: 147 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: Nicaragua
Owner: Hidroelectlea Piedra Puntuda and Energia Tropical Sostearble Cerro Frio S.A.
Type: Gravity
Purpose(s): Hydropower
River: Río Mico
Reservoir capacity: -
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/17
End of Project: -/18
Specifications
Height: 23 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against precast concrete panels |
| 1.00 | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
| 1.00 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: China
Owner: Muling Fendou Reservoir Construction office
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Mulenghe
Reservoir capacity: 191 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/17
End of Project: -/18
Specifications
Height: 46 metres
Length: 406 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Dashahe
Reservoir capacity: 196 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/17
End of Project: -/18
Specifications
Height: 74 metres
Length: 296 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower / Irrigation / Water Supply
River: Mabie
Reservoir capacity: 99 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/17
End of Project: -/18
Specifications
Height: 108 metres
Length: 182 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: Yunnan Huaneng Lancang River Hydropower Co.,Ltd.
Type: Gravity
Purpose(s): Hydropower / Irrigation / Recreation
River: Lancang (Mekong)
Reservoir capacity: 1613 m3x106
Construction Dates
Start of Project: 01/10
Start of RCC: 01/10
End of RCC: 04/18
End of Project: 06/19
Specifications
Height: 203 metres
Length: 464 metres
Volume of RCC: 2753 m3x103
Total volume: 3670 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 82 |
| 67 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 100 | Low-lime flyash (ASTM Class F) |
| 100 |

Details
Country: Laos
Owner: Nam Ngiep 1 Power Company
Type: Gravity
Purpose(s): Hydropower
River: Nam Ngiep
Reservoir capacity: 1192 m3x106
Construction Dates
Start of Project: 09/14
Start of RCC: 09/14
End of RCC: 04/18
End of Project: 08/19
Specifications
Height: 167 metres
Length: 540 metres
Volume of RCC: 2288 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 2400 - |
| 3600 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 120 | Low-lime flyash (ASTM Class F) |
| 70 |

Details
Country: Canada
Owner: NALCOR
Type: Gravity
Purpose(s): Hydropower
River: Churchill
Reservoir capacity: -
Construction Dates
Start of Project: 08/15
Start of RCC: 08/15
End of RCC: 09/18
End of Project: 07/19
Specifications
Height: 39 metres
Length: 450 metres
Volume of RCC: 208 m3x103
Total volume: 243 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 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 & |
| 1500 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 140 | Low-lime flyash (ASTM Class F) |

Details
Country: Laos
Owner: XPCL (Xayaburi Power Company Ltd.)
Type: Gravity
Purpose(s): Hydropower
River: Mekong
Reservoir capacity: -
Construction Dates
Start of Project: 03/12
Start of RCC: 03/12
End of RCC: 12/18
End of Project: 10/19
Specifications
Height: 40 metres
Length: 109 metres
Volume of RCC: 82 m3x103
Total volume: 85 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Mechanically compacted unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 100 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: Huaneng Lancang River Hydropower Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Lancang (Mekong)
Reservoir capacity: 262 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/18
End of Project: -/19
Specifications
Height: 107 metres
Length: 232 metres
Volume of RCC: -
Total volume: 112 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: Sri Lanka
Owner: Ministry of Irrigation and Water Resources Management
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Dulgolla Oya
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/18
End of Project: -/19
Specifications
Height: 35 metres
Length: 174 metres
Volume of RCC: 30 m3x103
Total volume: 40 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 95 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 95 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: Huaneng Lancang River Hydropower Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Lancang (Mekong)
Reservoir capacity: 75 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/18
End of Project: -/19
Specifications
Height: 75 metres
Length: 346 metres
Volume of RCC: -
Total volume: 1100 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: São Roque Energética S.A.
Type: Gravity
Purpose(s): Hydropower
River: Canoas
Reservoir capacity: -
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/18
End of Project: -/19
Specifications
Height: 68 metres
Length: 151 metres
Volume of RCC: 100 m3x103
Total volume: 583 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 0.75 |
Spillway
| Slope | Type |
|---|---|
| 0.75 | [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Hydropower
River: Ortasu
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/18
End of Project: -/20
Specifications
Height: 51 metres
Length: 188 metres
Volume of RCC: 144 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 95 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 45 | Natural pozzolan (ASTM Class N) |

Details
Country: China
Owner: China Power Investment Corporation
Type: Thin Arch
Purpose(s): Hydropower
River: Qingshuihe
Reservoir capacity: 13 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/18
End of Project: -/19
Specifications
Height: 75 metres
Length: 166 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: Changlehe
Reservoir capacity: 133 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/18
End of Project: -/19
Specifications
Height: 101 metres
Length: 355 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Pakistan
Owner: WAPDA (Water and Power Development Authority) and MIRA Power Ltd. (a subsidiary of KOSEP)
Type: Gravity
Purpose(s): Hydropower
River: Poonch
Reservoir capacity: 22 m3x106
Construction Dates
Start of Project: 09/14
Start of RCC: 09/14
End of RCC: -/18
End of Project: 02/20
Specifications
Height: 35 metres
Length: 238 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: Guangxi Datengxia Gorge Water Conservancy Development Co. .Ltd.
Type: Gravity
Purpose(s): Flood Control / Hydropower / Navigation / Water Supply
River: Xijiang
Reservoir capacity: 3479 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/18
End of Project: 07/20
Specifications
Height: 80 metres
Length: -
Volume of RCC: -
Total volume: 7100 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: Don Sahong Power Company (Mega First Corporation Berhad and Électricité du Laos)
Type: Gravity
Purpose(s): Hydropower
River: Mekong
Reservoir capacity: 24 m3x106
Construction Dates
Start of Project: 10/15
Start of RCC: 10/15
End of RCC: -/18
End of Project: 12/19
Specifications
Height: 26 metres
Length: 6800 metres
Volume of RCC: 566 m3x103
Total volume: 609 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.30 | 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 | 2400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 55 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 103 | Low-lime flyash (ASTM Class F) |

Details
Country: Brazil
Owner: Quevedos Energética S.A
Type: Gravity
Purpose(s): Hydropower
River: Toropi
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/18
End of Project: -/19
Specifications
Height: 23 metres
Length: 206 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: PCH Jacaré S.A.
Type: Gravity
Purpose(s): Hydropower
River: Guanhães
Reservoir capacity: 14 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/18
End of Project: -/19
Specifications
Height: 33 metres
Length: 121 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: Zhuangli reservoir construction and management office
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Shizihe
Reservoir capacity: 133 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/18
End of Project: -/19
Specifications
Height: 44 metres
Length: 49 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Turkey
Owner: Aksa Energy Production Trade and Industry Co. Inc.
Type: Gravity
Purpose(s): Hydropower
River: Göksu
Reservoir capacity: 27 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/18
End of Project: -/19
Specifications
Height: 47 metres
Length: 153 metres
Volume of RCC: 49 m3x103
Total volume: 68 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Slip-formed/extruded facing elements |
Downstream
| Slope | Type |
|---|---|
| Slip-formed/extruded facing elements |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 65 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 50 | Low-lime flyash (ASTM Class F) |

Details
Country: Brazil
Owner: Cemig Geração e Transmissão SA and Itaocara Energia Ltda
Type: Gravity
Purpose(s): Hydropower
River: Paraiba do Sul
Reservoir capacity: 1700 m3x106
Construction Dates
Start of Project: 01/16
Start of RCC: 01/16
End of RCC: -/18
End of Project: -/19
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: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Melen
Reservoir capacity: 693 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: 03/19
End of Project: -/25
Specifications
Height: 124 metres
Length: 944 metres
Volume of RCC: 1871 m3x103
Total volume: 2096 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.15 | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 60 | Low-lime flyash (ASTM Class F) |

Details
Country: Japan
Owner: Ministry of Land, Infrastructure, Transport and Tourism
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Navigation / Water Supply
River: Agatsuma
Reservoir capacity: 108 m3x106
Construction Dates
Start of Project: 08/14
Start of RCC: 08/14
End of RCC: 05/19
End of Project: 10/19
Specifications
Height: 116 metres
Length: 291 metres
Volume of RCC: 575 m3x103
Total volume: 911 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.15 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.08 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 91 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 39 | Low-lime flyash (ASTM Class F) |

Details
Country: Brazil
Owner: PCH Águas do Rio Irani Energética SPE Ltda.
Type: Gravity
Purpose(s): Hydropower
River: Irani
Reservoir capacity: 11 m3x106
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: 07/19
End of Project: -/20
Specifications
Height: 34 metres
Length: 235 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: Laos
Owner: Xe-Pian Xe Namnoy Power Company
Type: Gravity
Purpose(s): Hydropower
River: Xepian
Reservoir capacity: 1043 m3x106
Construction Dates
Start of Project: 10/18
Start of RCC: 10/18
End of RCC: 10/19
End of Project: -/19
Specifications
Height: 56 metres
Length: 430 metres
Volume of RCC: 170 m3x103
Total volume: 200 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| [stepped face] |
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: Japan
Owner: Ministry of Land, Infrastructure, Transport and Tourism
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Navigation / Water Supply
River: Nukapira
Reservoir capacity: 46 m3x106
Construction Dates
Start of Project: -/73
Start of RCC: -/73
End of RCC: -/19
End of Project: -/21
Specifications
Height: 57 metres
Length: 600 metres
Volume of RCC: -
Total volume: 180 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.78 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.78 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Afghanistan
Owner: Ministry of Energy and Water
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Shakardar
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/19
End of Project: 04/21
Specifications
Height: 78 metres
Length: 303 metres
Volume of RCC: 270 m3x103
Total volume: 337 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.20 |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 105 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 45 | Natural pozzolan (ASTM Class N) |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Sanchahe
Reservoir capacity: 1089 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/19
End of Project: -/21
Specifications
Height: 163 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: Hidrotárcoles
Type: Gravity
Purpose(s): Hydropower
River: Tárcoles
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/19
End of Project: -/20
Specifications
Height: 49 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: -
Reservoir capacity: 346 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/19
End of Project: -/20
Specifications
Height: 60 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: Youjiang
Reservoir capacity: 536 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/19
End of Project: -/20
Specifications
Height: 105 metres
Length: 365 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: Tunisia
Owner: Ministère de l’Agriculture
Type: Hardfill
Purpose(s): Hydropower / Irrigation
River: Oued Mellègue
Reservoir capacity: 195 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/19
End of Project: -/20
Specifications
Height: 68 metres
Length: 430 metres
Volume of RCC: 500 m3x103
Total volume: 560 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.60 |
Downstream
| Slope | Type |
|---|---|
| 0.60 |
Spillway
| Slope | Type |
|---|---|
| 0.60 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

Details
Country: China
Owner: Yalong River Hydropower Development Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Hongdu
Reservoir capacity: 100 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/19
End of Project: -/20
Specifications
Height: 121 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: China Yangzi River Three Gorges Group
Type: Gravity
Purpose(s): Hydropower
River: Jinsha (Yangtze)
Reservoir capacity: 7400 m3x106
Construction Dates
Start of Project: 04/18
Start of RCC: 04/18
End of RCC: -/19
End of Project: 06/19
Specifications
Height: 96 metres
Length: 163 metres
Volume of RCC: 466 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: Pesqueiro Energia S/A
Type: Gravity
Purpose(s): Hydropower
River: Jaguariaiva
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/18
Start of RCC: -/18
End of RCC: -/19
End of Project: -/20
Specifications
Height: 16 metres
Length: 217 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: Turkey
Owner: DSI - State Hydraulic Works
Type: Hardfill
Purpose(s): Hydropower
River: Botan
Reservoir capacity: 614 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: 01/20
End of Project: 03/20
Specifications
Height: 165 metres
Length: 492 metres
Volume of RCC: 4741 m3x103
Total volume: 4800 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

Details
Country: Zambia
Owner: Kafue Gorge Lower Power Development Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Kafue
Reservoir capacity: 83 m3x106
Construction Dates
Start of Project: 01/16
Start of RCC: 01/16
End of RCC: 04/20
End of Project: -/20
Specifications
Height: 131 metres
Length: 375 metres
Volume of RCC: 1290 m3x103
Total volume: 1390 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 112 | Low-lime flyash (ASTM Class F) |

Details
Country: Nigeria
Owner: Federal Ministry of Power, Nigeria
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Kaduna
Reservoir capacity: 11400 m3x106
Construction Dates
Start of Project: 09/13
Start of RCC: 09/13
End of RCC: 08/20
End of Project: 10/21
Specifications
Height: 101 metres
Length: 1090 metres
Volume of RCC: 1920 m3x103
Total volume: 2400 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 59 |
| 69 94 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 76 | Low-lime flyash (ASTM Class F) |
| 69 76 |

Details
Country: Honduras
Owner: Energias Limpias del Yaguala SA de CV
Type: Arch-Gravity
Purpose(s): Hydropower
River: Yaguala
Reservoir capacity: 72 m3x106
Construction Dates
Start of Project: 01/18
Start of RCC: 01/18
End of RCC: 11/20
End of Project: 01/21
Specifications
Height: 93 metres
Length: 273 metres
Volume of RCC: 249 m3x103
Total volume: 305 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.04 | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.40 | RCC against formwork (GEVR/GE-RCC) |
| 0.67 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.40 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Turkey
Owner: Kalehan Energy Üretim ve Ticaret A.S.
Type: Gravity
Purpose(s): Hydropower
River: Murat
Reservoir capacity: 556 m3x106
Construction Dates
Start of Project: 03/13
Start of RCC: 03/13
End of RCC: -/20
End of Project: 04/21
Specifications
Height: 125 metres
Length: 346 metres
Volume of RCC: 1192 m3x103
Total volume: 1342 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.25 | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 40 | Milled sand |

Details
Country: Japan
Owner: Iwate Prefecture
Type: Gravity
Purpose(s): Flood Control / Hydropower / Water Supply
River: Yana
Reservoir capacity: 19 m3x106
Construction Dates
Start of Project: 12/14
Start of RCC: 12/14
End of RCC: -/20
End of Project: 03/21
Specifications
Height: 77 metres
Length: 243 metres
Volume of RCC: -
Total volume: 213 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: Ministry of Agriculture and Rural Development
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Cai
Reservoir capacity: 219 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/20
End of Project: -/21
Specifications
Height: 67 metres
Length: 603 metres
Volume of RCC: 510 m3x103
Total volume: 640 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: Guinea
Owner: Ministry of Energy and Hydraulics
Type: Gravity
Purpose(s): Hydropower
River: Konkouré
Reservoir capacity: 6300 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/20
End of Project: -/21
Specifications
Height: 116 metres
Length: 1200 metres
Volume of RCC: -
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: El Salvador
Owner: Comisión Ejecutiva Hidroeléctrica del Rio Lempa (CEL)
Type: Hardfill
Purpose(s): Hydropower
River: Torola
Reservoir capacity: -
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/20
End of Project: 10/23
Specifications
Height: 88 metres
Length: 324 metres
Volume of RCC: 375 m3x103
Total volume: 450 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | RCC against precast concrete panels (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete panels (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete panels (GEVR/GE-RCC) |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 94 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 63 | Natural pozzolan (ASTM Class N) |

Details
Country: Turkey
Owner: Limak Energy
Type: Gravity
Purpose(s): Hydropower
River: Sakarya
Reservoir capacity: 77 m3x106
Construction Dates
Start of Project: -/19
Start of RCC: -/19
End of RCC: -/20
End of Project: -/20
Specifications
Height: 67 metres
Length: 135 metres
Volume of RCC: 105 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: USA
Owner: US Army Corps of Engineers - Nashville District
Type: Gravity
Purpose(s): Flood Control / Hydropower / Recreation / Water Supply
River: Caney Fork
Reservoir capacity: 940 m3x106
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/20
End of Project: -/21
Specifications
Height: 40 metres
Length: 293 metres
Volume of RCC: 99 m3x103
Total volume: 122 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork [stepped face] |
| 0.83 |
Spillway
| Slope | Type |
|---|---|
| 0.83 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 93 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 93 | Low-lime flyash (ASTM Class F) |

Details
Country: Nicaragua
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Bambana
Reservoir capacity: -
Construction Dates
Start of Project: -/18
Start of RCC: -/18
End of RCC: -/20
End of Project: -/21
Specifications
Height: 20 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against precast concrete panels |
| 1.00 | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
| 1.00 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Brazil
Owner: Bela Vista Geracao de Energia S.A.
Type: Gravity
Purpose(s): Hydropower
River: Chapim
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/00
End of Project: -/00
Specifications
Height: 21 metres
Length: 393 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: China Southern Power Grid
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 41 m3x106
Construction Dates
Start of Project: -/18
Start of RCC: -/18
End of RCC: -/20
End of Project: -/21
Specifications
Height: 60 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: China Southern Power Grid
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 45 m3x106
Construction Dates
Start of Project: -/18
Start of RCC: -/18
End of RCC: -/20
End of Project: -/21
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: Turkey
Owner: Limak Energy
Type: Gravity
Purpose(s): Hydropower
River: Sakarya
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: -/19
Start of RCC: -/19
End of RCC: -/20
End of Project: -/21
Specifications
Height: 56 metres
Length: 275 metres
Volume of RCC: 216 m3x103
Total volume: 230 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: Chaleun Sekong Energy Co Ltd (CSE)
Type: Gravity
Purpose(s): Hydropower
River: Nam Kong
Reservoir capacity: 471 m3x106
Construction Dates
Start of Project: 11/17
Start of RCC: 11/17
End of RCC: 02/21
End of Project: 11/21
Specifications
Height: 65 metres
Length: 500 metres
Volume of RCC: 347 m3x103
Total volume: 400 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 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 75 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 113 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: China Huadian Group Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Yaluzangbu (Brahmaputra)
Reservoir capacity: 55 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: 04/21
End of Project: -/23
Specifications
Height: 118 metres
Length: 385 metres
Volume of RCC: 937 m3x103
Total volume: 1442 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 93 |
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 93 | |
| 100 |

Details
Country: DR Congo
Owner: Sicomines
Type: Thin Arch
Purpose(s): Hydropower
River: Lualaba
Reservoir capacity: -
Construction Dates
Start of Project: 11/17
Start of RCC: 11/17
End of RCC: 07/21
End of Project: 11/21
Specifications
Height: 142 metres
Length: -
Volume of RCC: 620 m3x103
Total volume: 770 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: Song An Lao
Reservoir capacity: 90 m3x106
Construction Dates
Start of Project: 02/19
Start of RCC: 02/19
End of RCC: 08/21
End of Project: 06/22
Specifications
Height: 68 metres
Length: 378 metres
Volume of RCC: 353 m3x103
Total volume: 456 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: UAE
Owner: DEWA
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: -
Construction Dates
Start of Project: 12/19
Start of RCC: 12/19
End of RCC: 09/21
End of Project: -/24
Specifications
Height: 38 metres
Length: 184 metres
Volume of RCC: 41 m3x103
Total volume: 45 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| RCC against precast concrete panels |
Spillway
| Slope | Type |
|---|---|
| RCC against precast concrete panels [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 65 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 120 | Low-lime flyash (ASTM Class F) |

Details
Country: Canada
Owner: BC Hydro
Type: Gravity
Purpose(s): Hydropower
River: Peace
Reservoir capacity: 2644 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: 10/21
End of Project: 08/25
Specifications
Height: 71 metres
Length: 800 metres
Volume of RCC: 1740 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 130 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: China Southern Power Grid Co.
Type: Gravity
Purpose(s): Hydropower
River: Moyang
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: 01/17
Start of RCC: 01/17
End of RCC: 11/21
End of Project: 06/22
Specifications
Height: 101 metres
Length: 477 metres
Volume of RCC: -
Total volume: 652 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 6000 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: China
Owner: Northeast China Electric Power
Type: Gravity
Purpose(s): Hydropower
River: Songhua
Reservoir capacity: 10377 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/21
End of Project: -/22
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: Thin Arch
Purpose(s): Hydropower
River: -
Reservoir capacity: 219 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/21
End of Project: -/22
Specifications
Height: 90 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: Heihe
Reservoir capacity: 403 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/21
End of Project: -/22
Specifications
Height: 123 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: Rincão dos Albinos Energética S.A.
Type: Gravity
Purpose(s): Hydropower
River: Toropi
Reservoir capacity: 13 m3x106
Construction Dates
Start of Project: -/18
Start of RCC: -/18
End of RCC: -/21
End of Project: 08/22
Specifications
Height: 35 metres
Length: 206 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: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Song Gianh
Reservoir capacity: -
Construction Dates
Start of Project: 01/90
Start of RCC: 01/90
End of RCC: 04/90
End of Project: 05/90
Specifications
Height: 76 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork with external geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Unformed face of RCC |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| No pozzolan used | |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Bala
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/21
End of Project: -/22
Specifications
Height: 47 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: Qianhe
Reservoir capacity: 160 m3x106
Construction Dates
Start of Project: -/18
Start of RCC: -/18
End of RCC: -/21
End of Project: -/22
Specifications
Height: 132 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Brazil
Owner: CPFL Energias Renovavies S.A.
Type: Gravity
Purpose(s): Hydropower
River: do Peixe
Reservoir capacity: -
Construction Dates
Start of Project: -/18
Start of RCC: -/18
End of RCC: -/21
End of Project: 07/22
Specifications
Height: 32 metres
Length: 300 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: Laos
Owner: Nam Theun 1 Power Company
Type: Gravity
Purpose(s): Hydropower
River: Nam Kading, aka Nam Theun
Reservoir capacity: 3009 m3x106
Construction Dates
Start of Project: 08/15
Start of RCC: 08/15
End of RCC: 01/22
End of Project: 08/22
Specifications
Height: 187 metres
Length: 772 metres
Volume of RCC: 4141213 m3x103
Total volume: 4320 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 & |
| 9000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| 130 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 130 | Low-lime flyash (ASTM Class F) |
| 120 |

Details
Country: Ethiopia
Owner: Ethiopian Electric Power (EEP)
Type: Gravity
Purpose(s): Hydropower
River: Blue Nile
Reservoir capacity: 74000 m3x106
Construction Dates
Start of Project: 12/10
Start of RCC: 12/10
End of RCC: 05/22
End of Project: -/24
Specifications
Height: 160 metres
Length: 1790 metres
Volume of RCC: 10100 m3x103
Total volume: 10500 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.22 | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 1.00 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 1.00 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 400 | 400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 67 to |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 23 to | Natural pozzolan (ASTM Class N) |

Details
Country: Philippines
Owner: Wawa JV Co. Inc. (Prime Infrastructure Capital Inc and San Lorenzo Ruiz Builders and Developers Group)
Type: Hardfill
Purpose(s): Hydropower / Irrigation / Water Supply
River: Tayabasan
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/20
Start of RCC: -/20
End of RCC: 05/22
End of Project: 07/22
Specifications
Height: 24 metres
Length: 114 metres
Volume of RCC: 30 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.40 | RCC against formwork with external geomembrane (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.40 | RCC against formwork (GEVR/GE-RCC) |
| 0.92 |
Spillway
| Slope | Type |
|---|---|
| 0.92 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 120 | Low-lime flyash (ASTM Class F) |

Details
Country: UAE
Owner: DEWA
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: -
Construction Dates
Start of Project: 12/19
Start of RCC: 12/19
End of RCC: 08/22
End of Project: -/24
Specifications
Height: 72 metres
Length: 222 metres
Volume of RCC: 170 m3x103
Total volume: 180 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| RCC against precast concrete panels |
Spillway
| Slope | Type |
|---|---|
| none |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 65 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 120 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Water Supply
River: Hanshui
Reservoir capacity: 221 m3x106
Construction Dates
Start of Project: 10/18
Start of RCC: 10/18
End of RCC: 11/22
End of Project: 07/23
Specifications
Height: 70 metres
Length: 349 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: Tanzania
Owner: TANESCO (Tanzania Electric Supply Company Ltd.)
Type: Gravity
Purpose(s): Hydropower
River: Rufiji
Reservoir capacity: 3680 m3x106
Construction Dates
Start of Project: 12/18
Start of RCC: 12/18
End of RCC: -/22
End of Project: 12/23
Specifications
Height: 134 metres
Length: 1025 metres
Volume of RCC: 1420 m3x103
Total volume: 1940 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | 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) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 93 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 62 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: Guilin Dayu Water Infrastructure Development Investment Co. Ltd.
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Lijiang
Reservoir capacity: 188 m3x106
Construction Dates
Start of Project: 11/11
Start of RCC: 11/11
End of RCC: -/22
End of Project: -/23
Specifications
Height: 77 metres
Length: 239 metres
Volume of RCC: -
Total volume: 304 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Iran
Owner: Iran Water & Power Resources Development Company (IWPC)
Type: Arch-Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Zohreh
Reservoir capacity: 2300 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/22
End of Project: 07/23
Specifications
Height: 151 metres
Length: 680 metres
Volume of RCC: 1100 m3x103
Total volume: 1200 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 0.70 |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 160 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Basgöz
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/22
End of Project: -/24
Specifications
Height: 50 metres
Length: 136 metres
Volume of RCC: 126 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 56 | |

Details
Country: China
Owner: Huaneng Lancang River Hydropower Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Langcang (Mekong)
Reservoir capacity: 1338 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/22
End of Project: -/24
Specifications
Height: 158 metres
Length: 508 metres
Volume of RCC: -
Total volume: 3600 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: Lichuan City Yujiang Valley Hudropower Ltd. Hubei Province
Type: Thin Arch
Purpose(s): Flood Control / Hydropower
River: Yu
Reservoir capacity: 55 m3x106
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/22
End of Project: -/22
Specifications
Height: 70 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: Ao
Reservoir capacity: 297 m3x106
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/22
End of Project: -/23
Specifications
Height: 91 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: Jialing River Tingzikou Water Resources and Hydropower Development Co. Ltd.
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Navigation / Water Supply
River: Jialing
Reservoir capacity: 4067 m3x106
Construction Dates
Start of Project: 11/09
Start of RCC: 11/09
End of RCC: -/22
End of Project: -/25
Specifications
Height: 116 metres
Length: 995 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Laos
Owner: Houay LaNge Power Co. Ltd. (JV of China-based Hebei Construction and Investment Group Co., Ltd (HCIG) and CS Energy (Laos))
Type: Gravity
Purpose(s): Hydropower
River: Houaylange
Reservoir capacity: 14 m3x106
Construction Dates
Start of Project: 02/18
Start of RCC: 02/18
End of RCC: -/22
End of Project: 05/23
Specifications
Height: 59 metres
Length: 174 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Devrez
Reservoir capacity: 115 m3x106
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/22
End of Project: -/23
Specifications
Height: 92 metres
Length: 261 metres
Volume of RCC: 447 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: Ivory Coast
Owner: Ivoirian Hydro Energy
Type: Gravity
Purpose(s): Hydropower
River: Bandama
Reservoir capacity: 105 m3x106
Construction Dates
Start of Project: 10/19
Start of RCC: 10/19
End of RCC: -/22
End of Project: 03/23
Specifications
Height: 24 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: Laos
Owner: EDL (Electricite du Laos)
Type: Gravity
Purpose(s): Hydropower
River: Nam Ngum
Reservoir capacity: 110 m3x106
Construction Dates
Start of Project: 02/18
Start of RCC: 02/18
End of RCC: 01/23
End of Project: -/24
Specifications
Height: 74 metres
Length: 252 metres
Volume of RCC: 230 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 82 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 100 | |

Details
Country: Cameroon
Owner: EDC (Electricity Development Corporation)
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Lom
Reservoir capacity: 6000 m3x106
Construction Dates
Start of Project: -/19
Start of RCC: -/19
End of RCC: 03/23
End of Project: 09/24
Specifications
Height: 46 metres
Length: 185 metres
Volume of RCC: 175 m3x103
Total volume: 290 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.85 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.85 | 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: USA
Owner: Grant County Public Utility District
Type: Gravity
Purpose(s): Hydropower
River: Columbia
Reservoir capacity: -
Construction Dates
Start of Project: 10/21
Start of RCC: 10/21
End of RCC: 03/23
End of Project: 10/23
Specifications
Height: 17 metres
Length: 564 metres
Volume of RCC: 386 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
| 0.75 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| none |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 - |
Cementitious material
| Cement (kg/m3) |
|---|
| 87 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 137 | Low-lime flyash (ASTM Class F) |

Details
Country: Laos
Owner: Nam Sam 3 Power Co. Ltd. (part of Phongsubthavy Group)
Type: Gravity
Purpose(s): Hydropower
River: Nam Xam
Reservoir capacity: 435 m3x106
Construction Dates
Start of Project: 10/19
Start of RCC: 10/19
End of RCC: 04/23
End of Project: 12/23
Specifications
Height: 122 metres
Length: 321 metres
Volume of RCC: 907 m3x103
Total volume: 987 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 140 | Low-lime flyash (ASTM Class F) |

Details
Country: Honduras
Owner: Hidrovolcan
Type: Gravity
Purpose(s): Hydropower
River: Ulua
Reservoir capacity: 242 m3x106
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: 05/23
End of Project: 10/24
Specifications
Height: 83 metres
Length: 440 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 / Water Supply
River: Nishiki
Reservoir capacity: 30 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/23
End of Project: -/24
Specifications
Height: 73 metres
Length: 300 metres
Volume of RCC: -
Total volume: 340 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Philippines
Owner: National Irrigation Administration (NIA)
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Jalaur
Reservoir capacity: -
Construction Dates
Start of Project: -/19
Start of RCC: -/19
End of RCC: -/23
End of Project: 07/24
Specifications
Height: 38 metres
Length: 150 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: Philippines
Owner: National Irrigation Administration (NIA)
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Jalaur
Reservoir capacity: 229 m3x106
Construction Dates
Start of Project: -/19
Start of RCC: -/19
End of RCC: -/23
End of Project: 07/24
Specifications
Height: 109 metres
Length: 267 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: Bolivia
Owner: ENDE Valle Hermoso S.A.
Type: Gravity
Purpose(s): Hydropower
River: Ivirizu
Reservoir capacity: 30 m3x106
Construction Dates
Start of Project: -/18
Start of RCC: -/18
End of RCC: -/23
End of Project: -/24
Specifications
Height: 125 metres
Length: 350 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: Maiwan Water Conservancy
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Nandu
Reservoir capacity: 615 m3x106
Construction Dates
Start of Project: 04/20
Start of RCC: 04/20
End of RCC: 05/24
End of Project: 07/25
Specifications
Height: 79 metres
Length: 377 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: Morocco
Owner: Direction des Aménagements Hydrauliques
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Leben
Reservoir capacity: 200 m3x106
Construction Dates
Start of Project: 03/21
Start of RCC: 03/21
End of RCC: 06/24
End of Project: -/25
Specifications
Height: 71 metres
Length: 149 metres
Volume of RCC: 207 m3x103
Total volume: 257 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.90 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.90 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 110 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | |

Details
Country: Japan
Owner: Ministry of Land, Infrastructure, Transport and Tourism
Type: Hardfill
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Naruse
Reservoir capacity: 79 m3x106
Construction Dates
Start of Project: 05/18
Start of RCC: 05/18
End of RCC: 08/24
End of Project: 11/26
Specifications
Height: 115 metres
Length: 755 metres
Volume of RCC: 4450 m3x103
Total volume: 4850 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: Iran
Owner: Fars Water Authority
Type: Hardfill
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Firooz Abad
Reservoir capacity: 146 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/24
End of Project: -/26
Specifications
Height: 88 metres
Length: 230 metres
Volume of RCC: 260 m3x103
Total volume: 285 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.90 | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 1.20 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 1.20 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Kibishima
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/24
End of Project: -/26
Specifications
Height: 84 metres
Length: 270 metres
Volume of RCC: -
Total volume: 328 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: China
Owner: Department of Water Conservancy, Fujian Province
Type: Gravity
Purpose(s): Flood Control / Hydropower / Water Supply
River: Aojiang
Reservoir capacity: 297 m3x106
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/24
End of Project: -/25
Specifications
Height: 91 metres
Length: 338 metres
Volume of RCC: 300 m3x103
Total volume: 663 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 |
|---|---|
| Low-lime flyash (ASTM Class F) | |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Water Supply
River: -
Reservoir capacity: 544 m3x106
Construction Dates
Start of Project: 06/20
Start of RCC: 06/20
End of RCC: -/24
End of Project: 12/25
Specifications
Height: 106 metres
Length: 596 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: Vietnam
Owner: Nexif Energy & Song Giang Hydropower Joint Stock Company
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Song Cái Nha Trong
Reservoir capacity: -
Construction Dates
Start of Project: -/19
Start of RCC: -/19
End of RCC: -/24
End of Project: -/25
Specifications
Height: 26 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: CELG/Electronorte
Type: Gravity
Purpose(s): Hydropower
River: Arraias
Reservoir capacity: -
Construction Dates
Start of Project: -/21
Start of RCC: -/21
End of RCC: -/24
End of Project: -/25
Specifications
Height: 29 metres
Length: 560 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: Indonesia
Owner: PT. North Sumatra Hydro Energy
Type: Gravity
Purpose(s): Hydropower
River: Batang Toru
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: 10/21
Start of RCC: 10/21
End of RCC: 03/25
End of Project: -/26
Specifications
Height: 79 metres
Length: 137 metres
Volume of RCC: -
Total volume: 500 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 2000 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Greece
Owner: Terna Energiaki
Type: Hardfill
Purpose(s): Hydropower
River: Kapnitsorrema
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: 06/23
Start of RCC: 06/23
End of RCC: 10/25
End of Project: 12/25
Specifications
Height: 59 metres
Length: 475 metres
Volume of RCC: 765 m3x103
Total volume: 795 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 400 | 400 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: DR Congo
Owner: SNEL (Société Nationale d'Électricité)
Type: Gravity
Purpose(s): Hydropower
River: Lulua
Reservoir capacity: -
Construction Dates
Start of Project: 08/11
Start of RCC: 08/11
End of RCC: -/25
End of Project: -/27
Specifications
Height: 16 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: Lebanon
Owner: EBML
Type: Arch-Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Ibrahim (Abraham)
Reservoir capacity: 38 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/25
End of Project: -/26
Specifications
Height: 162 metres
Length: 350 metres
Volume of RCC: 1450 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: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 104 m3x106
Construction Dates
Start of Project: -/20
Start of RCC: -/20
End of RCC: -/25
End of Project: -/25
Specifications
Height: 90 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 / Water Supply
River: Niulushi
Reservoir capacity: 66 m3x106
Construction Dates
Start of Project: -/18
Start of RCC: -/18
End of RCC: -/25
End of Project: -/26
Specifications
Height: 80 metres
Length: 391 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: Dazhou Major water works construction and management center
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Zhonhe
Reservoir capacity: 128 m3x106
Construction Dates
Start of Project: 12/20
Start of RCC: 12/20
End of RCC: -/25
End of Project: -/26
Specifications
Height: 77 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: Iran
Owner: Iran Water & Power Development Company (IWPCo)
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Shafaroud
Reservoir capacity: 52 m3x106
Construction Dates
Start of Project: 03/12
Start of RCC: 03/12
End of RCC: 07/24
End of Project: 11/25
Specifications
Height: 101 metres
Length: 300 metres
Volume of RCC: 725 m3x103
Total volume: 740 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | RCC against formwork (GEVR/GE-RCC) |
| 0.50 |
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) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Zimbabwe
Owner: Zimbabwe National Water Authority (Zinwa)
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Gwayi
Reservoir capacity: 634 m3x106
Construction Dates
Start of Project: 09/04
Start of RCC: 09/04
End of RCC: -/26
End of Project: -/27
Specifications
Height: 72 metres
Length: 305 metres
Volume of RCC: -
Total volume: 300 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 |
|---|---|
| 140 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: China Nuclear (Guodian Zhangzhou) Energy
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 21 m3x106
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/26
End of Project: -/27
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: China
Owner: Guizhou Water Conservancy Investment Group Co, Ltd
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Guanyinsi
Reservoir capacity: 121 m3x106
Construction Dates
Start of Project: 12/21
Start of RCC: 12/21
End of RCC: -/26
End of Project: -/27
Specifications
Height: 109 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Lancang (Mekong)
Reservoir capacity: -
Construction Dates
Start of Project: 10/21
Start of RCC: 10/21
End of RCC: -/26
End of Project: -/27
Specifications
Height: 158 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: Qingshui
Reservoir capacity: 210 m3x106
Construction Dates
Start of Project: 12/21
Start of RCC: 12/21
End of RCC: -/26
End of Project: -/27
Specifications
Height: 96 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Nicaragua
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Río Mico
Reservoir capacity: -
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/00
End of Project: -/00
Specifications
Height: 49 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against precast concrete panels |
| 1.00 | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
| 1.00 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Morocco
Owner: Direction des Aménagements Hydrauliques
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Derna
Reservoir capacity: 85 m3x106
Construction Dates
Start of Project: -/22
Start of RCC: -/22
End of RCC: -/26
End of Project: -/27
Specifications
Height: 95 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: Uzbekistan
Owner: JSC Uzbekgidroenergo
Type: Gravity
Purpose(s): Hydropower
River: Chatkal
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/23
Start of RCC: -/23
End of RCC: -/26
End of Project: -/27
Specifications
Height: 60 metres
Length: 270 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: Ethiopia
Owner: Ethiopian Electric Power (EEP)
Type: Gravity
Purpose(s): Hydropower
River: Omo
Reservoir capacity: 6900 m3x106
Construction Dates
Start of Project: 09/13
Start of RCC: 09/13
End of RCC: 02/27
End of Project: 05/28
Specifications
Height: 201 metres
Length: 1020 metres
Volume of RCC: 7350 m3x103
Total volume: 7725 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | RCC against formwork (GEVR/GE-RCC) |
| 0.35 |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 1500 |
Cementitious material
| Cement (kg/m3) |
|---|
| 130 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 25 | Natural pozzolan (ASTM Class N) |

Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Aras
Reservoir capacity: 1295 m3x106
Construction Dates
Start of Project: 04/22
Start of RCC: 04/22
End of RCC: 11/27
End of Project: 09/28
Specifications
Height: 113 metres
Length: 270 metres
Volume of RCC: 718 m3x103
Total volume: 750 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: Morocco
Owner: Direction des Aménagements Hydrauliques
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Lakhdar
Reservoir capacity: 150 m3x106
Construction Dates
Start of Project: -/23
Start of RCC: -/23
End of RCC: -/27
End of Project: -/27
Specifications
Height: 110 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: Indonesia
Owner: PUPR (Public Works and Public Housing Ministry)
Type: Hardfill
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Cibeet
Reservoir capacity: 83 m3x106
Construction Dates
Start of Project: 09/23
Start of RCC: 09/23
End of RCC: -/27
End of Project: -/28
Specifications
Height: 47 metres
Length: 960 metres
Volume of RCC: 371 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.90 |
Downstream
| Slope | Type |
|---|---|
| 0.90 |
Spillway
| Slope | Type |
|---|---|
| 0.90 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 106 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

Details
Country: Myanmar
Owner: Department of Hydroelectric Power - Ministry of Electric Power
Type: Gravity
Purpose(s): Hydropower
River: Myitnge
Reservoir capacity: 341 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/28
End of Project: -/29
Specifications
Height: 102 metres
Length: 266 metres
Volume of RCC: 532 m3x103
Total volume: 580 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) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Water Supply
River: Bahe
Reservoir capacity: 141 m3x106
Construction Dates
Start of Project: 04/22
Start of RCC: 04/22
End of RCC: -/28
End of Project: -/29
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: Angola
Owner: Ministry of Energy and Water
Type: Gravity
Purpose(s): Hydropower
River: Kwanza
Reservoir capacity: 436 m3x106
Construction Dates
Start of Project: 08/17
Start of RCC: 08/17
End of RCC: -/28
End of Project: 03/29
Specifications
Height: 116 metres
Length: 533 metres
Volume of RCC: 1075 m3x103
Total volume: 1450 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 0.85 | Reinforced conventional concrete cast after RCC placement [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.85 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 2400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | |

Details
Country: Japan
Owner: Kansai Electric Power
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Kiso
Reservoir capacity: 131 m3x106
Construction Dates
Start of Project: -/22
Start of RCC: -/22
End of RCC: -/28
End of Project: -/30
Specifications
Height: 118 metres
Length: 341 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: Yalong River Hydropower Development Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Yalong
Reservoir capacity: 234 m3x106
Construction Dates
Start of Project: 01/24
Start of RCC: 01/24
End of RCC: -/28
End of Project: -/29
Specifications
Height: 128 metres
Length: -
Volume of RCC: -
Total volume: 2560 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: Iran
Owner: Khuzestan Province Power & Water Authority
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Harkesh
Reservoir capacity: 38 m3x106
Construction Dates
Start of Project: -/18
Start of RCC: -/18
End of RCC: -/29
End of Project: -/31
Specifications
Height: 57 metres
Length: 350 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 |
|---|---|

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