Dam Search Results
- Total Volume: 1900 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) | |||||||
| Beni Haroun | Algeria | I W | El Kebir | 963 | 01/93 | 10/98 | 07/00 | 12/00 | 118 | 714 | 1690 | 1900 | V | (1) | 0.80 | (1)* | 0.80 | (13) | 300 | 300 | 82 | 143 | (F) | |
| Ayvali | Turkey | H | Oltu | 308 | 04/11 | 02/13 | 02/15 | 10/15 | 177 | 405 | 1650 | 1900 | V | (3') | 0.75 | (3')* | 0.75 | (12) | 300 | 300 | 50 100 | 110 120 | (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: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: El Kebir
Reservoir capacity: 963 m3x106
Construction Dates
Start of Project: 01/93
Start of RCC: 01/93
End of RCC: 07/00
End of Project: 12/00
Specifications
Height: 118 metres
Length: 714 metres
Volume of RCC: 1690 m3x103
Total volume: 1900 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 82 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 143 | Low-lime flyash (ASTM Class F) |
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Oltu
Reservoir capacity: 308 m3x106
Construction Dates
Start of Project: 04/11
Start of RCC: 04/11
End of RCC: 02/15
End of Project: 10/15
Specifications
Height: 177 metres
Length: 405 metres
Volume of RCC: 1650 m3x103
Total volume: 1900 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
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 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 50 |
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 110 | Low-lime flyash (ASTM Class F) |
| 120 |
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