Dam Search Results
- Dimensions
- Height: 37 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) | |||||||
| 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) |
| San Lazaro | Mexico | CNA (Comisión Nacional del Agua) | F G W | San Lazaro | 11 | 10/85 | 04/94 | 06/94 | 07/94 | 37 | 176 | 35 | 53 | V 0.20 | (5) | 0.80 | (3)* | 0.80 | (13) | 300 | 300 | 100 90 | 220 220 | (M) |
| 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) |
| Val da Serra | Brazil | CORSAN (Companhia Riograndense de Saneamento) | W | Ibicui-Mirim | 24 | 07/97 | 11/97 | 07/98 | 11/98 | 37 | 675 | 69 | 95 | V | (13) | (12)* | (12)* | 300 | 300 | 90 | 30 | (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) | |||
| 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) | ||
| Sehb el Merga | Morocco | Direction des Aménagements Hydrauliques | F I W | Sehb el Merga | 7 | 06/07 | - /08 | - /09 | - /10 | 37 | 480 | 85 | 95 | V | (5) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 65 | 25 | (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) |
| 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) | |||||||||||
| Bonyic | Panama | Hidroécología Teribe (HET) S.A. | H | Bonyic | 1 | - /11 | - /13 | 08/14 | - /15 | 37 | 165 | 88 | ||||||||||||
| 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) |
| Negreiros | Brazil | Ministério da Integração Nacional | W | dos Negreiros | 24 | - /17 | - /18 | - /19 | - /20 | 37 | 246 | 56 | ||||||||||||
| Zimari | Turkey | DSI - State Hydraulic Works | W | Zimari | 2 | - /18 | - /21 | - /25 | - /26 | 37 | 126 | 80 | ||||||||||||
| Bahoosh | Iran | Bushehr Water Company | F I | Bahoosh | 9 | - /12 | - /18 | - /26 | - /28 | 37 | ||||||||||||||
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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: 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: Mexico
Owner: CNA (Comisión Nacional del Agua)
Type: Gravity
Purpose(s): Flood Control / Groundwater Recharge / Water Supply
River: San Lazaro
Reservoir capacity: 11 m3x106
Construction Dates
Start of Project: 10/85
Start of RCC: 10/85
End of RCC: 06/94
End of Project: 07/94
Specifications
Height: 37 metres
Length: 176 metres
Volume of RCC: 35 m3x103
Total volume: 53 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
| 0.20 |
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 |
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 220 | Milled sand |
| 220 |

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: Brazil
Owner: CORSAN (Companhia Riograndense de Saneamento)
Type: Gravity
Purpose(s): Water Supply
River: Ibicui-Mirim
Reservoir capacity: 24 m3x106
Construction Dates
Start of Project: 07/97
Start of RCC: 07/97
End of RCC: 07/98
End of Project: 11/98
Specifications
Height: 37 metres
Length: 675 metres
Volume of RCC: 69 m3x103
Total volume: 95 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
| Slope | Type |
|---|---|
| Reinforced conventional concrete cast after RCC placement [stepped face] |
Spillway
| Slope | Type |
|---|---|
| Reinforced conventional concrete cast after RCC placement [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 30 | 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: 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: Morocco
Owner: Direction des Aménagements Hydrauliques
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Sehb el Merga
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: 06/07
Start of RCC: 06/07
End of RCC: -/09
End of Project: -/10
Specifications
Height: 37 metres
Length: 480 metres
Volume of RCC: 85 m3x103
Total volume: 95 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
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) |
|---|
| 65 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 25 | 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: 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: 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: 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: Brazil
Owner: Ministério da Integração Nacional
Type: Gravity
Purpose(s): Water Supply
River: dos Negreiros
Reservoir capacity: 24 m3x106
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/19
End of Project: -/20
Specifications
Height: 37 metres
Length: 246 metres
Volume of RCC: 56 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): Water Supply
River: Zimari
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: -/18
Start of RCC: -/18
End of RCC: -/25
End of Project: -/26
Specifications
Height: 37 metres
Length: 126 metres
Volume of RCC: -
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) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Iran
Owner: Bushehr Water Company
Type: Gravity
Purpose(s): Flood Control / Irrigation
River: Bahoosh
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/26
End of Project: -/28
Specifications
Height: 37 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 |
|---|---|

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