Dam Search Results
- Dimensions
- Height: 52 metres
Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the table below.
Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.
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| Name | Country | 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) | |||||||
| Willow Creek | USA | US Army Corps of Engineers | F R | Willow Creek | 17 | 11/81 | 04/82 | 09/82 | 04/83 | 52 | 543 | 331 | 331 | V | (7) | 0.80 | (17) | 0.80 | (17) | 300 | 300 | 47 | 19 | (F) |
| Gantangping | China | Hydropower Bureau, Lanshan County | H | Yonghe | 9 | - /84 | - /86 | - /88 | - /90 | 52 | 180 | 220 | (F) | |||||||||||
| New Victoria | Australia | Water Authority of Western Australia | W | Munday Brook | 10 | 08/90 | 03/91 | 08/91 | 11/91 | 52 | 285 | 121 | 135 | V | (14) | 0.325 0.80 | (14)* (14)* | 0.325 0.80 | (14)* (14)* | 300 | 300 | 79 | 160 | (F) |
| La Cañada | Bolivia | Prefectura del Departamento de Santa Cruz | I | Comarapa | 10 | 08/00 | 08/01 | 02/02 | 06/02 | 52 | 154 | 72 | 77 | V | (3') | 0.22 0.75 | (3') (3')* | 0.75 | (3')* | 305 | 305 | 140 | 100 | (N) |
| Wala | Jordan | Jordan Valley Authority, Ministry of Water and Irrigation | G | Wala | 9 | 01/99 | 10/00 | 04/02 | 04/03 | 52 | 300 | 240 | 260 | 0.30 | (1) | 0.70 | (1)* | 0.70 | (1)* | 300 | 300 | 120 100 | 0 0 | (-) |
| 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) |
| Damad | Saudi Arabia | Ministry of Water and Energy of the Kingdom of Saudi Arabia | F I W | Jawrah | 33 | 05/06 | - /08 | - /09 | 05/10 | 52 | 592 | 207 | 384 | 300 - 500 | 1000 - 1500 | |||||||||
| Tobetsu [H-F] | Japan | Hokkaido Prefecture | F I W | Tobetsu | 75 | 10/08 | 06/09 | 09/10 | 10/12 | 52 | 432 | 665 | 803 | 0.80 | (5) | 0.80 | (5) | 0.80 | (1) | 250 | 750 | 100 80 60 | 0 0 | (-) |
| 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) |
| Houshan | China | Gouhe | 160 | - /16 | - /17 | - /18 | - /19 | 52 | ||||||||||||||||
| Çay | Turkey | DSI - State Hydraulic Works | I | Uludere | 1 | 03/17 | 07/18 | 09/19 | 08/20 | 52 | 122 | 55 | 0.10 | (1) | 0.80 | (1) | 300 | 75 | 50 | |||||
| Tianjiaotan | China | I W | Beimen | 191 | 04/20 | 11/21 | - /24 | 08/25 | 52 | 295 | ||||||||||||||
| Xiyin [H-F] | China | Qiuluxi | 28 | 10/21 | - /23 | - /25 | - /26 | 52 | 395 | 329 | 386 | |||||||||||||
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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: USA
Owner: US Army Corps of Engineers
Type: Gravity
Purpose(s): Flood Control / Recreation
River: Willow Creek
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: 11/81
Start of RCC: 11/81
End of RCC: 09/82
End of Project: 04/83
Specifications
Height: 52 metres
Length: 543 metres
Volume of RCC: 331 m3x103
Total volume: 331 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Unformed face of RCC |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 47 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 19 | Low-lime flyash (ASTM Class F) |

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: Australia
Owner: Water Authority of Western Australia
Type: Gravity
Purpose(s): Water Supply
River: Munday Brook
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: 08/90
Start of RCC: 08/90
End of RCC: 08/91
End of Project: 11/91
Specifications
Height: 52 metres
Length: 285 metres
Volume of RCC: 121 m3x103
Total volume: 135 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Slip-formed/extruded facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.325 | Slip-formed/extruded facing elements [stepped face] |
| 0.80 | Slip-formed/extruded facing elements [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.325 | Slip-formed/extruded facing elements [stepped face] |
| 0.80 | Slip-formed/extruded facing elements [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 79 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 160 | Low-lime flyash (ASTM Class F) |

Details
Country: Bolivia
Owner: Prefectura del Departamento de Santa Cruz
Type: Gravity
Purpose(s): Irrigation
River: Comarapa
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: 08/00
Start of RCC: 08/00
End of RCC: 02/02
End of Project: 06/02
Specifications
Height: 52 metres
Length: 154 metres
Volume of RCC: 72 m3x103
Total volume: 77 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.22 | RCC against formwork (GEVR/GE-RCC) |
| 0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 305 | 305 |
Cementitious material
| Cement (kg/m3) |
|---|
| 140 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 100 | Natural pozzolan (ASTM Class N) |

Details
Country: Jordan
Owner: Jordan Valley Authority, Ministry of Water and Irrigation
Type: Gravity
Purpose(s): Groundwater Recharge
River: Wala
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: 01/99
Start of RCC: 01/99
End of RCC: 04/02
End of Project: 04/03
Specifications
Height: 52 metres
Length: 300 metres
Volume of RCC: 240 m3x103
Total volume: 260 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.30 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 120 |
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |
| 0 |

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: Saudi Arabia
Owner: Ministry of Water and Energy of the Kingdom of Saudi Arabia
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Jawrah
Reservoir capacity: 33 m3x106
Construction Dates
Start of Project: 05/06
Start of RCC: 05/06
End of RCC: -/09
End of Project: 05/10
Specifications
Height: 52 metres
Length: 592 metres
Volume of RCC: 207 m3x103
Total volume: 384 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 - | 1000 - |
| 500 | 1500 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Japan
Owner: Hokkaido Prefecture
Type: Hardfill
Purpose(s): Flood Control / Irrigation / Water Supply
River: Tobetsu
Reservoir capacity: 75 m3x106
Construction Dates
Start of Project: 10/08
Start of RCC: 10/08
End of RCC: 09/10
End of Project: 10/12
Specifications
Height: 52 metres
Length: 432 metres
Volume of RCC: 665 m3x103
Total volume: 803 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against precast concrete panels |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| 80 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |
| 0 |

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: China
Owner: -
Type: Gravity
Purpose(s): unknown
River: Gouhe
Reservoir capacity: 160 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/18
End of Project: -/19
Specifications
Height: 52 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): Irrigation
River: Uludere
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 03/17
Start of RCC: 03/17
End of RCC: 09/19
End of Project: 08/20
Specifications
Height: 52 metres
Length: 122 metres
Volume of RCC: 55 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 |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 75 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 50 | |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Beimen
Reservoir capacity: 191 m3x106
Construction Dates
Start of Project: 04/20
Start of RCC: 04/20
End of RCC: -/24
End of Project: 08/25
Specifications
Height: 52 metres
Length: 295 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: Hardfill
Purpose(s): unknown
River: Qiuluxi
Reservoir capacity: 28 m3x106
Construction Dates
Start of Project: 10/21
Start of RCC: 10/21
End of RCC: -/25
End of Project: -/26
Specifications
Height: 52 metres
Length: 395 metres
Volume of RCC: 329 m3x103
Total volume: 386 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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