Dam Search Results
- Reservoir Capacity: 35 m3x106
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) | |||||||
| Concepción | Honduras | W | Concepción | 35 | 12/88 | 12/89 | 06/90 | 08/90 | 68 | 694 | 270 | 290 | 0.075 | (2) | 0.80 | (3)* | 0.80 | (1)* | 400 | 400 | 65 | 15 | (N) | |
| Atance | Spain | I | Salado | 35 | 07/96 | 04/97 | 07/97 | 10/97 | 45 | 184 | 65 | 75 | V | (3) | 0.80 | (3)* | 0.80 | (3)* | 300 | 300 | 57 | 133 | (F) | |
| Mujib | Jordan | I W | Mujib | 35 | 01/99 | 01/01 | 02/03 | 11/03 | 67 | 490 | 654 | 694 | 0.10 | (2) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 85 | 0 | (-) - | |
| El Malleh Amont | Morocco | F | El Malleh | 35 | 01/07 | 09/07 | 06/09 | 10/09 | 49 | 174 | 100 | 140 | 0.20 | (5) | 0.60 | (5) | 0.60 | (5) | 300 | 300 | 120 | 0 | (-) - | |
| Yunkou [A] | China | H | Wuni | 35 | 06/07 | 04/08 | 06/09 | - /12 | 119 | 152 | 200 | 205 | ||||||||||||
| Figueirópolis | Brazil | H | Jauru | 35 | - /08 | - /09 | - /10 | 12/10 | 16 | 170 | V | 0.43 | 0.75 | |||||||||||
| El Purgatorio | Mexico | F | Verde | 35 | 06/13 | - /14 | - /15 | - /16 | 38 | 200 | 400 | 0.25 | 1.00 | 1.00 | ||||||||||
| Monti Nieddu (Sa Stria) | Italy | I W | Monti Nieddu | 35 | 01/98 | 01/18 | - /24 | - /25 | 88 | 360 | 333 | 449 | 0.05 | (1) | 0.75 | (1)* | 0.75 | (1) | 300 | 300 | 90 | 55 | (F) | |
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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: Honduras
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Concepción
Reservoir capacity: 35 m3x106
Construction Dates
Start of Project: 12/88
Start of RCC: 12/88
End of RCC: 06/90
End of Project: 08/90
Specifications
Height: 68 metres
Length: 694 metres
Volume of RCC: 270 m3x103
Total volume: 290 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.075 | Traditional concrete against formwork with external geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 400 | 400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 65 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 15 | Natural pozzolan (ASTM Class N) |

Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Salado
Reservoir capacity: 35 m3x106
Construction Dates
Start of Project: 07/96
Start of RCC: 07/96
End of RCC: 07/97
End of Project: 10/97
Specifications
Height: 45 metres
Length: 184 metres
Volume of RCC: 65 m3x103
Total volume: 75 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork |
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) |
|---|
| 57 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 133 | Low-lime flyash (ASTM Class F) |

Details
Country: Jordan
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Mujib
Reservoir capacity: 35 m3x106
Construction Dates
Start of Project: 01/99
Start of RCC: 01/99
End of RCC: 02/03
End of Project: 11/03
Specifications
Height: 67 metres
Length: 490 metres
Volume of RCC: 654 m3x103
Total volume: 694 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Traditional concrete against formwork with external geomembrane |
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) |
|---|
| 85 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |

Details
Country: Morocco
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: El Malleh
Reservoir capacity: 35 m3x106
Construction Dates
Start of Project: 01/07
Start of RCC: 01/07
End of RCC: 06/09
End of Project: 10/09
Specifications
Height: 49 metres
Length: 174 metres
Volume of RCC: 100 m3x103
Total volume: 140 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.60 | Traditional concrete against precast concrete panels |
Spillway
| Slope | Type |
|---|---|
| 0.60 | Traditional concrete against precast concrete panels |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 120 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |

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: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jauru
Reservoir capacity: 35 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/10
End of Project: 12/10
Specifications
Height: 16 metres
Length: 170 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 0.43 |
Spillway
| Slope | Type |
|---|---|
| 0.75 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Mexico
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Verde
Reservoir capacity: 35 m3x106
Construction Dates
Start of Project: 06/13
Start of RCC: 06/13
End of RCC: -/15
End of Project: -/16
Specifications
Height: 38 metres
Length: 200 metres
Volume of RCC: 400 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.25 |
Downstream
| Slope | Type |
|---|---|
| 1.00 |
Spillway
| Slope | Type |
|---|---|
| 1.00 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Italy
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Monti Nieddu
Reservoir capacity: 35 m3x106
Construction Dates
Start of Project: 01/98
Start of RCC: 01/98
End of RCC: -/24
End of Project: -/25
Specifications
Height: 88 metres
Length: 360 metres
Volume of RCC: 333 m3x103
Total volume: 449 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.05 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 55 | Low-lime flyash (ASTM Class F) |

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