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) | |||||||
| Koudiat Acerdoune [H-F] | Algeria | ANBT (Agence Nationale des Barrages et Transfert) | I W | Wadi Isser | 800 | 11/02 | 05/06 | 06/08 | 09/08 | 121 | 492 | 1650 | 1850 | 0.65 | (1)* | 0.65 | (1)* | 0.65 | (1)* | 300 to 400 | 300 to 400 | 77 | 87 | (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: Algeria
Owner: ANBT (Agence Nationale des Barrages et Transfert)
Type: Hardfill
Purpose(s): Irrigation / Water Supply
River: Wadi Isser
Reservoir capacity: 800 m3x106
Construction Dates
Start of Project: 11/02
Start of RCC: 11/02
End of RCC: 06/08
End of Project: 09/08
Specifications
Height: 121 metres
Length: 492 metres
Volume of RCC: 1650 m3x103
Total volume: 1850 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.65 | Traditional concrete against formwork [stepped face] |
Downstream
| Slope | Type |
|---|---|
| 0.65 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.65 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 to | 300 to |
| 400 | 400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 77 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 87 | Low-lime flyash (ASTM Class F) |
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