Dam Search Results
- Reservoir Capacity: 70 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) | |||||||
| Zhaolaihe [A] | China | H I W | Sidu | 70 | 12/03 | 03/04 | 05/05 | 10/05 | 107 | 206 | 166 | 255 | curve | (3') | curve | (3') | (3') | 300 | 3000 | 84 126 | 126 103 | (F) | ||
| Yacoub El Mansour (formerly Ouirgane) | Morocco | W | N’Fis | 70 | 07/05 | 10/06 | 07/07 | 03/08 | 71 | 233 | 202 | 216 | V | (11) | 0.75 | (1)* | 0.75 | (1)* | 300 | 3000 | 100 | 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: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower / Irrigation / Water Supply
River: Sidu
Reservoir capacity: 70 m3x106
Construction Dates
Start of Project: 12/03
Start of RCC: 12/03
End of RCC: 05/05
End of Project: 10/05
Specifications
Height: 107 metres
Length: 206 metres
Volume of RCC: 166 m3x103
Total volume: 255 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| curve | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| curve | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| 126 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 126 | Low-lime flyash (ASTM Class F) |
| 103 |
Details
Country: Morocco
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: N’Fis
Reservoir capacity: 70 m3x106
Construction Dates
Start of Project: 07/05
Start of RCC: 07/05
End of RCC: 07/07
End of Project: 03/08
Specifications
Height: 71 metres
Length: 233 metres
Volume of RCC: 202 m3x103
Total volume: 216 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Reinforced conventional concrete cast before RCC placement |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
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