Dam Search Results
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Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the table below.
Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.
← 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) | |||||||
| 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) |
| 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) |
| 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) |
| 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) |
| 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) |
| 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) |
| 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) |
| Origawa | Japan | Ministry of Land, Infrastructure & Transport | F N | Ori | 15 | 02/93 | 11/96 | 07/00 | 03/04 | 114 | 331 | 673 | 742 | V 0.60 | (1) (1) | 0.77 | (1) | 0.77 | (1) | 250 | 750 | 91 | 39 | (F) |
| 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) |
| Fukuchiyama | Japan | Fukuoka Prefecture | F N W | Fukuti | 3 | 10/98 | - /99 | 12/01 | 03/03 | 65 | 255 | 115 | 201 | V | (1) | 0.78 | (1) | 0.78 | (1) | 250 | 750 | 84 | 36 | (F) |
| 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) |
| Takizawa | Japan | Japan Water Agency | F N W | Nakatu | 63 | 03/99 | 10/01 | 06/03 | 03/07 | 139 | 424 | 810 | 1670 | 0.15 0.70 | (1) (1) | 0.72 | (1) | 0.72 | (1) | 250 | 1000 | 84 72 | 36 48 | (F) |
| Letan | China | Guangxi-Guiguan Electric Power Co. Ltd., | H I N | Xijiang | 950 | - /02 | - /03 | - /04 | - /05 | 66 | 586 | 50 | 210 | |||||||||||
| Xihe | China | Hanjiang Hydropower Development Ltd. | F H N | Han | 229 | 11/03 | 02/04 | 05/05 | 06/07 | 63 | 346 | 194 | 631 | (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) |
| Kido | Japan | Fukushima Prefecture | F I N W | Kido | 19 | 10/00 | 06/03 | 08/05 | 03/08 | 94 | 350 | 291 | 501 | V 0.10 | (1) (1) | 0.78 | (1) | 0.78 | (1) | 250 | 750 1000 | 84 | 36 | (F) |
| 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) |
| 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) |
| 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) |
| 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) |
| Yumen | China | Department of WaterResources, Henan Province | F H N | Luohe | 28 | - /05 | - /06 | - /07 | - /08 | 62 | 244 | 133 | 234 | |||||||||||
| 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) | ||
| 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) | ||
| Lechangxia | China | Department of Water Resources, Guandong Province | H I N | Bei | 374 | - /08 | - /09 | - /10 | - /11 | 85 | 256 | |||||||||||||
| Madushan | China | Honghe Guangyuan Hydropwer and Madushan Development Co. Ltd. | H N W | Honghe | 552 | - /08 | - /09 | - /11 | - /12 | 108 | 353 | 987 | ||||||||||||
| 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) | ||
| 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 | |||
| 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) | |
| Gokayama | Japan | Fukuoka Prefecture | F N W | Naka | 40 | 06/12 | 06/14 | 07/15 | 03/18 | 103 | 556 | 634 | 935 | V 1.00 | (1) (1) | 0.76 | (1) | 0.76 | (1) | 250 | 1000 | 104 | 26 | (F) |
| Sanru [H-F] | Japan | Ministry of Land, Infrastructure, Transport and Tourism | F N W | Sanru | 50 | 08/14 | 09/15 | 10/17 | 03/19 | 46 | 350 | 375 | 500 | 0.80 | (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 | 80 | 0 | (-) |
| Datengxia | China | Guangxi Datengxia Gorge Water Conservancy Development Co. .Ltd. | F H N W | Xijiang | 3479 | - /14 | - /16 | - /18 | 07/20 | 80 | 7100 | |||||||||||||
| 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) |
| 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) | ||||||
| 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 | |||||||||||||
| Toga | Japan | Ministry of Land, Infrastructure, Transport and Tourism | F I N | Toga | 31 | - /17 | - /19 | - /24 | - /25 | 112 | 232 | 570 | 0.10 0.60 | (1) (1) | 0.69 | (1) | 0.69 | (1) | ||||||
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Search again
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: 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: 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: 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: 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: 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: 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: 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: Japan
Owner: Ministry of Land, Infrastructure & Transport
Type: Gravity
Purpose(s): Flood Control / Navigation
River: Ori
Reservoir capacity: 15 m3x106
Construction Dates
Start of Project: 02/93
Start of RCC: 02/93
End of RCC: 07/00
End of Project: 03/04
Specifications
Height: 114 metres
Length: 331 metres
Volume of RCC: 673 m3x103
Total volume: 742 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.60 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.77 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.77 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 91 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 39 | Low-lime flyash (ASTM Class F) |

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: Japan
Owner: Fukuoka Prefecture
Type: Gravity
Purpose(s): Flood Control / Navigation / Water Supply
River: Fukuti
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 10/98
Start of RCC: 10/98
End of RCC: 12/01
End of Project: 03/03
Specifications
Height: 65 metres
Length: 255 metres
Volume of RCC: 115 m3x103
Total volume: 201 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.78 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.78 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |

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: Japan
Owner: Japan Water Agency
Type: Gravity
Purpose(s): Flood Control / Navigation / Water Supply
River: Nakatu
Reservoir capacity: 63 m3x106
Construction Dates
Start of Project: 03/99
Start of RCC: 03/99
End of RCC: 06/03
End of Project: 03/07
Specifications
Height: 139 metres
Length: 424 metres
Volume of RCC: 810 m3x103
Total volume: 1670 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.15 | Traditional concrete against formwork |
| 0.70 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.72 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.72 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| 72 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |
| 48 |

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: 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: 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: Japan
Owner: Fukushima Prefecture
Type: Gravity
Purpose(s): Flood Control / Irrigation / Navigation / Water Supply
River: Kido
Reservoir capacity: 19 m3x106
Construction Dates
Start of Project: 10/00
Start of RCC: 10/00
End of RCC: 08/05
End of Project: 03/08
Specifications
Height: 94 metres
Length: 350 metres
Volume of RCC: 291 m3x103
Total volume: 501 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.10 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.78 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.78 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
| 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |

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: 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: 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: 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: 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: 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: 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: 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: 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 / 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: 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: 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: Fukuoka Prefecture
Type: Gravity
Purpose(s): Flood Control / Navigation / Water Supply
River: Naka
Reservoir capacity: 40 m3x106
Construction Dates
Start of Project: 06/12
Start of RCC: 06/12
End of RCC: 07/15
End of Project: 03/18
Specifications
Height: 103 metres
Length: 556 metres
Volume of RCC: 634 m3x103
Total volume: 935 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 1.00 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 104 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 26 | Low-lime flyash (ASTM Class F) |

Details
Country: Japan
Owner: Ministry of Land, Infrastructure, Transport and Tourism
Type: Hardfill
Purpose(s): Flood Control / Navigation / Water Supply
River: Sanru
Reservoir capacity: 50 m3x106
Construction Dates
Start of Project: 08/14
Start of RCC: 08/14
End of RCC: 10/17
End of Project: 03/19
Specifications
Height: 46 metres
Length: 350 metres
Volume of RCC: 375 m3x103
Total volume: 500 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 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) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

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: 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: 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: 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: Japan
Owner: Ministry of Land, Infrastructure, Transport and Tourism
Type: Gravity
Purpose(s): Flood Control / Irrigation / Navigation
River: Toga
Reservoir capacity: 31 m3x106
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/24
End of Project: -/25
Specifications
Height: 112 metres
Length: 232 metres
Volume of RCC: -
Total volume: 570 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Traditional concrete against formwork |
| 0.60 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.69 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.69 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

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