Dam Search Results
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) | |||||||
| Tannur | Jordan | Jordan Valley Authority, Ministry of Water and Irrigation | I | Wadi al Hasa | 17 | 02/99 | 12/99 | 12/00 | 09/01 | 60 | 270 | 250 | 250 | V 1.00 | (3') | 0.80 | (3')* | 0.80 | (3')* | 300 | 1200 | 125 120 | 75 50 | (N) |
| Rivaldo de Carvalho | Brazil | Companhia de Gestão dos Recursos Hídricos | I W | Condado | 20 | - /95 | - /98 | - /01 | 12/02 | 18 | 270 | |||||||||||||
| Saf-Saf [H-F] | Algeria | ANBT (Agence Nationale des Barrages et Transfert) | F I W | Saf-Saf | 18 | 03/06 | - /08 | 10/09 | 03/11 | 36 | 270 | 120 | 175 | 0.70 | (12) | 0.70 | (7) | 0.70 | (12) | 300 | 300 | 120 | 0 | (-) |
| El Realito | Mexico | CNA (Comisión Nacional del Agua) | Santa Maria | 57 | - /08 | 07/09 | 06/11 | - /11 | 85 | 270 | 420 | V | (1) | 0.85 | 0.85 | 300 | 300 | 33 to 66 | 27 to 54 | (S) | ||||
| Anta (with Simplicio) | Brazil | Centrais Eletricas Brasileiras sa Eletrobras | H | Paraiba do Sul | 114 | - /09 | - /10 | - /11 | 12/11 | 30 | 270 | 44 | 55 | |||||||||||
| 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 | |
| Güneysinir Alanözü | Turkey | DSI - State Hydraulic Works | I | Yangılı | 3 | - /13 | - /14 | - /15 | - /15 | 38 | 270 | 71 | ||||||||||||
| Kargi | Turkey | Limak Energy | H | Sakarya | 50 | - /11 | - /15 | 12/16 | 06/17 | 95 | 270 | 535 | ||||||||||||
| Uchigatani | Japan | F H | Kibishima | 12 | - /14 | - /18 | - /24 | - /26 | 84 | 270 | 328 | |||||||||||||
| Lower Chatkal | Uzbekistan | JSC Uzbekgidroenergo | H | Chatkal | 5 | - /23 | - /25 | - /26 | - /27 | 60 | 270 | |||||||||||||
| Söylemez | Turkey | DSI - State Hydraulic Works | H I | Aras | 1295 | 04/22 | 04/24 | 11/27 | 09/28 | 113 | 270 | 718 | 750 | |||||||||||
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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: Jordan
Owner: Jordan Valley Authority, Ministry of Water and Irrigation
Type: Gravity
Purpose(s): Irrigation
River: Wadi al Hasa
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: 02/99
Start of RCC: 02/99
End of RCC: 12/00
End of Project: 09/01
Specifications
Height: 60 metres
Length: 270 metres
Volume of RCC: 250 m3x103
Total volume: 250 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
| 1.00 |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 1200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 125 |
| 120 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 75 | Natural pozzolan (ASTM Class N) |
| 50 |

Details
Country: Brazil
Owner: Companhia de Gestão dos Recursos Hídricos
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Condado
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: -/95
Start of RCC: -/95
End of RCC: -/01
End of Project: 12/02
Specifications
Height: 18 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: Algeria
Owner: ANBT (Agence Nationale des Barrages et Transfert)
Type: Hardfill
Purpose(s): Flood Control / Irrigation / Water Supply
River: Saf-Saf
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: 03/06
Start of RCC: 03/06
End of RCC: 10/09
End of Project: 03/11
Specifications
Height: 36 metres
Length: 270 metres
Volume of RCC: 120 m3x103
Total volume: 175 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against precast concrete panels |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 120 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

Details
Country: Mexico
Owner: CNA (Comisión Nacional del Agua)
Type: Gravity
Purpose(s): unknown
River: Santa Maria
Reservoir capacity: 57 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: 06/11
End of Project: -/11
Specifications
Height: 85 metres
Length: 270 metres
Volume of RCC: 420 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.85 |
Spillway
| Slope | Type |
|---|---|
| 0.85 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 33 to |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 27 to | Ground-granulated blast-furnace slag |

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: 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: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation
River: Yangılı
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/15
End of Project: -/15
Specifications
Height: 38 metres
Length: 270 metres
Volume of RCC: 71 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: 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: 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: 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: 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 |
|---|---|

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