Dam Search Results
- Volume
- Volume of RCC: 200 m3x103
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) | |||||||
Cenza | Spain | Iberdrola, S.A. | H | Cenza | 43 | 01/92 | 03/93 | 08/93 | 12/93 | 49 | 609 | 200 | 225 | V | (3) | 0.122 0.75 | (3)* (3)* | 0.75 | (3)* | 300 | 300 | 70 | 130 | (F) |
Fundão | Brazil | ELEJOR - Centrais Elétricas do Rio Jordão | H | Jordao | 34 | - /04 | - /05 | - /06 | - /07 | 43 | 445 | 200 | 220 | 300 | 300 | 64 | 16 | (N) | ||||||
Castro Alves | Brazil | CERAM (Companhia Energética Rio das Antas) | H | Das Antas | 127 | - /05 | - /06 | - /07 | - /08 | 48 | 200 | 60 | 15 | (N) | ||||||||||
Vaca | Belize | Belize Electric Company Ltd (BECOL) and A. Fortis Company, Canada | H | Marcal | 12 | 02/07 | 02/08 | 10/09 | 12/11 | 70 | 245 | 200 | 220 | 0.20 | (1) | 0.75 | (3')* | 0.75 | (12) | 300 | 3600 | 94 | 31 | (F) |
Batu Hampar | Malaysia | Jabatan Bekalan Air Negeri Sembilan | W | Batu Hampar | 3 | 11/07 | 10/09 | 04/10 | 05/10 | 75 | 236 | 200 | 203 | (3') | (10) | (10) | 300 | 300 | 65 | 120 | (F) | |||
Boqaata | Lebanon | Ministry of Energy and Water | W | 6 | 07/12 | 04/15 | 12/16 | - /17 | 72 | 222 | 200 | 255 | V 0.80 | (12) | 0.80 | (3')* | 0.80 | (3')* | 300 | 300 | 90 | 0 | (-) - |
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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: Spain
Owner: Iberdrola, S.A.
Type: Gravity
Purpose(s): Hydropower
River: Cenza
Reservoir capacity: 43 m3x106
Construction Dates
Start of Project: 01/92
Start of RCC: 01/92
End of RCC: 08/93
End of Project: 12/93
Specifications
Height: 49 metres
Length: 609 metres
Volume of RCC: 200 m3x103
Total volume: 225 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.122 | RCC against formwork [stepped face] |
0.75 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | RCC against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
130 | Low-lime flyash (ASTM Class F) |

Details
Country: Brazil
Owner: ELEJOR - Centrais Elétricas do Rio Jordão
Type: Gravity
Purpose(s): Hydropower
River: Jordao
Reservoir capacity: 34 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 43 metres
Length: 445 metres
Volume of RCC: 200 m3x103
Total volume: 220 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
64 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
16 | Natural pozzolan (ASTM Class N) |

Details
Country: Brazil
Owner: CERAM (Companhia Energética Rio das Antas)
Type: Gravity
Purpose(s): Hydropower
River: Das Antas
Reservoir capacity: 127 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: -/08
Specifications
Height: 48 metres
Length: -
Volume of RCC: 200 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) |
---|
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
15 | Natural pozzolan (ASTM Class N) |

Details
Country: Belize
Owner: Belize Electric Company Ltd (BECOL) and A. Fortis Company, Canada
Type: Gravity
Purpose(s): Hydropower
River: Marcal
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: 02/07
Start of RCC: 02/07
End of RCC: 10/09
End of Project: 12/11
Specifications
Height: 70 metres
Length: 245 metres
Volume of RCC: 200 m3x103
Total volume: 220 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.20 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 3600 |
Cementitious material
Cement (kg/m3) |
---|
94 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
31 | Low-lime flyash (ASTM Class F) |

Details
Country: Malaysia
Owner: Jabatan Bekalan Air Negeri Sembilan
Type: Gravity
Purpose(s): Water Supply
River: Batu Hampar
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 11/07
Start of RCC: 11/07
End of RCC: 04/10
End of Project: 05/10
Specifications
Height: 75 metres
Length: 236 metres
Volume of RCC: 200 m3x103
Total volume: 203 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
RCC against precast concrete blocks |
Spillway
Slope | Type |
---|---|
RCC against precast concrete blocks |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
65 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
120 | Low-lime flyash (ASTM Class F) |

Details
Country: Lebanon
Owner: Ministry of Energy and Water
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: 07/12
Start of RCC: 07/12
End of RCC: 12/16
End of Project: -/17
Specifications
Height: 72 metres
Length: 222 metres
Volume of RCC: 200 m3x103
Total volume: 255 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Reinforced conventional concrete cast after RCC placement |
0.80 |
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 | 300 |
Cementitious material
Cement (kg/m3) |
---|
90 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |

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