Dam Search Results
- Dimensions
- Height: 50 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.
← 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) | |||||||
| Galesville | USA | Douglas County | F I R W | Cow Creek | 52 | 07/84 | 05/85 | 08/85 | 10/85 | 50 | 290 | 161 | 171 | V | (1) | 0.80 | (17) | 0.80 | (17) | 300 | 300 | 53 | 51 | (F) |
| Knellpoort [A-G] | South Africa | Department of Water & Sanitation | W | Rietspruit | 137 | 04/88 | 05/88 | 11/88 | 09/89 | 50 | 200 | 45 | 59 | V | (1) | 0.60 | (1)* | 0.60 | (1)* | 250 | 250 | 61 | 142 | (F) |
| Cuchillo Negro | USA | City of Truth or Consequences | F | Cuchillo Negro | 10/89 | 03/90 | 05/91 | 07/91 | 50 | 186 | 75 | 82 | V | (7) | 0.90 | (17) | separate | 300 | 300 | 77 | 59 | (F) | ||
| Taung | South Africa | Department of Water & Sanitation & the former Bophuthatswana Department of Water Affairs | I W | Harts | 66 | 06/90 | 08/91 | 09/92 | 05/93 | 50 | 320 | 132 | 153 | V | (1) | V 0.75 | (1) (1)* | 0.75 | (1)* | 250 | 250 | 44 | 66 | (F) |
| Vinoramas | Mexico | CNA (Comisión Nacional del Agua)/Estado de Sinaloa | F I | El Bledal | 102 | 10/91 | 04/93 | 12/93 | 01/94 | 50 | 807 | 117 | 184 | V | (5) | 0.80 | (3)* | 0.80 | (13) | 300 | 300 | 100 | 100 | (M) |
| 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) |
| Funil | Brazil | Aliança Geração de Energia SA | H | Rio Grande | 285 | - /97 | - /99 | - /01 | 12/02 | 50 | ||||||||||||||
| Yushi | China | Yushi Reservoir Construction Management Bureau | F I W | Biliuhe | 89 | - /98 | - /99 | - /01 | - /02 | 50 | 267 | 218 | 233 | 70 | 70 | (F) | ||||||||
| 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) | ||||
| Paradise (formerly Burnett River) | Australia | Sunwater | F I | Burnett | 300 | 11/03 | 06/04 | 09/05 | 11/05 | 50 | 940 | 400 | 400 | V | (8) | 0.64 | (3)* | 0.64 | (1)* | 310 | 310 | 63 | 0 | (-) |
| El Guapo spillway [H-F] | Venezuela | MARN (Ministerio del Ambiente y los Recursos Naturales) | F I W | El Guapo | 141 | 08/05 | 04/06 | 12/06 | 08/07 | 50 | 138 | 320 | 342 | 0.60 | (1) | 0.85 | (17) | 1.80 | (1) | 300 | 300 | 75 | 0 | (-) |
| Shankou | China | Xinjiang Yili River Basin Development Authority | H | Tekes | 121 | 04/06 | - /07 | - /08 | - /09 | 50 | 496 | |||||||||||||
| A Luoi | Vietnam | Central Hydropower Joint Stock Company | H | A Sap | 06/07 | 04/09 | - /11 | - /12 | 50 | 208 | 138 | |||||||||||||
| Shuangfengsi | China | Chengde Shuangfengsi Project Bureau | H | Luanhe | 137 | - /11 | - /12 | - /13 | - /14 | 50 | 535 | 550 | ||||||||||||
| Karareis | Turkey | DSI - State Hydraulic Works | W | Camibogazi | 10 | - /14 | - /15 | - /16 | - /17 | 50 | 295 | 142 | 173 | 0.05 | (3') | 0.80 | (3')* | 0.80 | (12) | 300 | 300 | 98 | 52 | (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) | ||
| Itaocara | Brazil | Cemig Geração e Transmissão SA and Itaocara Energia Ltda | H | Paraiba do Sul | 1700 | 01/16 | - /17 | - /18 | - /19 | 50 | ||||||||||||||
| Xijiang [H-F] | China | 472 | - /16 | - /18 | - /21 | - /22 | 50 | |||||||||||||||||
| 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 | |||||
| Yuwanghe | China | Guizhou Shuicheng Water-investment Co. Ltd. | I W | Yuwanghe | 11 | 09/16 | - /19 | - /22 | 11/23 | 50 | 157 | 106 | ||||||||||||
| Haciömer | Turkey | DSI - State Hydraulic Works | I | Say | 4 | - /18 | - /20 | - /22 | - /23 | 50 | 173 | 94 | V | (1) | 0.80 | (1) | ||||||||
| Üzengili | Turkey | DSI - State Hydraulic Works | I | Büyük Creek | 1 | - /18 | - /21 | - /25 | - /26 | 50 | 157 | 94 | 0.10 | (1) | 0.80 | (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: USA
Owner: Douglas County
Type: Gravity
Purpose(s): Flood Control / Irrigation / Recreation / Water Supply
River: Cow Creek
Reservoir capacity: 52 m3x106
Construction Dates
Start of Project: 07/84
Start of RCC: 07/84
End of RCC: 08/85
End of Project: 10/85
Specifications
Height: 50 metres
Length: 290 metres
Volume of RCC: 161 m3x103
Total volume: 171 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Unformed face of RCC |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 53 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 51 | Low-lime flyash (ASTM Class F) |

Details
Country: South Africa
Owner: Department of Water & Sanitation
Type: Arch-Gravity
Purpose(s): Water Supply
River: Rietspruit
Reservoir capacity: 137 m3x106
Construction Dates
Start of Project: 04/88
Start of RCC: 04/88
End of RCC: 11/88
End of Project: 09/89
Specifications
Height: 50 metres
Length: 200 metres
Volume of RCC: 45 m3x103
Total volume: 59 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.60 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.60 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 250 |
Cementitious material
| Cement (kg/m3) |
|---|
| 61 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 142 | Low-lime flyash (ASTM Class F) |

Details
Country: USA
Owner: City of Truth or Consequences
Type: Gravity
Purpose(s): Flood Control
River: Cuchillo Negro
Reservoir capacity: -
Construction Dates
Start of Project: 10/89
Start of RCC: 10/89
End of RCC: 05/91
End of Project: 07/91
Specifications
Height: 50 metres
Length: 186 metres
Volume of RCC: 75 m3x103
Total volume: 82 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.90 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 77 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 59 | Low-lime flyash (ASTM Class F) |

Details
Country: South Africa
Owner: Department of Water & Sanitation & the former Bophuthatswana Department of Water Affairs
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Harts
Reservoir capacity: 66 m3x106
Construction Dates
Start of Project: 06/90
Start of RCC: 06/90
End of RCC: 09/92
End of Project: 05/93
Specifications
Height: 50 metres
Length: 320 metres
Volume of RCC: 132 m3x103
Total volume: 153 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 |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 250 |
Cementitious material
| Cement (kg/m3) |
|---|
| 44 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 66 | Low-lime flyash (ASTM Class F) |

Details
Country: Mexico
Owner: CNA (Comisión Nacional del Agua)/Estado de Sinaloa
Type: Gravity
Purpose(s): Flood Control / Irrigation
River: El Bledal
Reservoir capacity: 102 m3x106
Construction Dates
Start of Project: 10/91
Start of RCC: 10/91
End of RCC: 12/93
End of Project: 01/94
Specifications
Height: 50 metres
Length: 807 metres
Volume of RCC: 117 m3x103
Total volume: 184 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 100 | Milled sand |

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: 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: Yushi Reservoir Construction Management Bureau
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Biliuhe
Reservoir capacity: 89 m3x106
Construction Dates
Start of Project: -/98
Start of RCC: -/98
End of RCC: -/01
End of Project: -/02
Specifications
Height: 50 metres
Length: 267 metres
Volume of RCC: 218 m3x103
Total volume: 233 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 70 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 70 | Low-lime flyash (ASTM Class F) |

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: Australia
Owner: Sunwater
Type: Gravity
Purpose(s): Flood Control / Irrigation
River: Burnett
Reservoir capacity: 300 m3x106
Construction Dates
Start of Project: 11/03
Start of RCC: 11/03
End of RCC: 09/05
End of Project: 11/05
Specifications
Height: 50 metres
Length: 940 metres
Volume of RCC: 400 m3x103
Total volume: 400 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.64 | RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.64 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 310 | 310 |
Cementitious material
| Cement (kg/m3) |
|---|
| 63 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

Details
Country: Venezuela
Owner: MARN (Ministerio del Ambiente y los Recursos Naturales)
Type: Hardfill
Purpose(s): Flood Control / Irrigation / Water Supply
River: El Guapo
Reservoir capacity: 141 m3x106
Construction Dates
Start of Project: 08/05
Start of RCC: 08/05
End of RCC: 12/06
End of Project: 08/07
Specifications
Height: 50 metres
Length: 138 metres
Volume of RCC: 320 m3x103
Total volume: 342 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.60 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.85 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 1.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 75 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

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: 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: 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: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Water Supply
River: Camibogazi
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/16
End of Project: -/17
Specifications
Height: 50 metres
Length: 295 metres
Volume of RCC: 142 m3x103
Total volume: 173 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.05 | 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) |
|---|
| 98 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 52 | 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: 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: China
Owner: -
Type: Hardfill
Purpose(s): unknown
River: -
Reservoir capacity: 472 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/21
End of Project: -/22
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
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: Guizhou Shuicheng Water-investment Co. Ltd.
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Yuwanghe
Reservoir capacity: 11 m3x106
Construction Dates
Start of Project: 09/16
Start of RCC: 09/16
End of RCC: -/22
End of Project: 11/23
Specifications
Height: 50 metres
Length: 157 metres
Volume of RCC: 106 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): Irrigation
River: Say
Reservoir capacity: 4 m3x106
Construction Dates
Start of Project: -/18
Start of RCC: -/18
End of RCC: -/22
End of Project: -/23
Specifications
Height: 50 metres
Length: 173 metres
Volume of RCC: 94 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) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation
River: Büyük Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/18
Start of RCC: -/18
End of RCC: -/25
End of Project: -/26
Specifications
Height: 50 metres
Length: 157 metres
Volume of RCC: 94 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) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

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