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 | 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 | H | Jordao | 34 | - /04 | - /05 | - /06 | - /07 | 43 | 445 | 200 | 220 | 300 | 300 | 64 | 16 | (N) | |||||||
| Yunkou [A] | China | H | Wuni | 35 | 06/07 | 04/08 | 06/09 | - /12 | 119 | 152 | 200 | 205 | ||||||||||||
| Vaca | Belize | H | Marcal | 12 | 02/07 | 02/08 | 10/09 | 12/11 | 70 | 225 | 200 | 220 | 0.20 | (1) | 0.75 | (3')* | 0.75 | (12) | 300 | 3000 | 94 | 31 | (F) | |
| Ulu Sepri (formerly Batu Hampar) | Malaysia | W | Batu Hampar | 3 | 11/07 | 10/09 | 04/10 | 05/10 | 65 | 236 | 200 | 203 | (3') | (10) | (10) | 300 | 1200 | 65 | 120 | (F) | ||||
| Boqaata | Lebanon | W | Boqaata | 6 | 07/12 | 04/15 | 12/16 | 12/21 | 72 | 222 | 200 | 255 | V 0.80 | (12) | 0.80 | (3')* | 0.80 | (3')* | 300 | 300 | 90 | 0 | (-) - | |
| Sidi Abbou | Morocco | F H I W | Leben | 198 | 01/20 | 10/20 | 10/22 | 10/24 | 71 | 111 | 200 | |||||||||||||
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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: -
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: -
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: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Wuni
Reservoir capacity: 35 m3x106
Construction Dates
Start of Project: 06/07
Start of RCC: 06/07
End of RCC: 06/09
End of Project: -/12
Specifications
Height: 119 metres
Length: 152 metres
Volume of RCC: 200 m3x103
Total volume: 205 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: Belize
Owner: -
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: 225 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 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 94 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 31 | Low-lime flyash (ASTM Class F) |

Details
Country: Malaysia
Owner: -
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: 65 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 | 1200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 65 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 120 | Low-lime flyash (ASTM Class F) |

Details
Country: Lebanon
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Boqaata
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: 07/12
Start of RCC: 07/12
End of RCC: 12/16
End of Project: 12/21
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 - |

Details
Country: Morocco
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Leben
Reservoir capacity: 198 m3x106
Construction Dates
Start of Project: 01/20
Start of RCC: 01/20
End of RCC: 10/22
End of Project: 10/24
Specifications
Height: 71 metres
Length: 111 metres
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) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

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