Dam Search Results
- Total Volume: 900 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) | |||||||
| Bui | Ghana | BPA (Bui Power Authority) | H I | Bui | 12570 | 10/07 | 02/09 | 05/12 | 11/14 | 108 | 493 | 830 | 900 | V | (3') | 0.75 | (3') | 0.75 | (12) | 300 | 3000 | 45 61 | 85 91 | (F) |
| Göktas 1 [H-F] | Turkey | Bereket Energy | H | Zamanti | 109 | 04/11 | 03/13 | 03/15 | - /16 | 133 | 200 | 749 | 900 | 0.30 1.00 | (1) (1) | 0.60 1.00 | (1) (1)* | 0.75 | (12) | 300 | 300 | 50 | 50 | (F) |
| Gölecik | Turkey | DSI - State Hydraulic Works | I W | Gölecik | 36 | 12/16 | 02/21 | 06/24 | - /24 | 95 | 424 | 900 | V | (3') | 0.80 | (3')* | 0.80 | (12) | 300 | 300 | 72 | 48 | (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: Ghana
Owner: BPA (Bui Power Authority)
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Bui
Reservoir capacity: 12570 m3x106
Construction Dates
Start of Project: 10/07
Start of RCC: 10/07
End of RCC: 05/12
End of Project: 11/14
Specifications
Height: 108 metres
Length: 493 metres
Volume of RCC: 830 m3x103
Total volume: 900 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) |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 45 |
| 61 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 85 | Low-lime flyash (ASTM Class F) |
| 91 |
Details
Country: Turkey
Owner: Bereket Energy
Type: Hardfill
Purpose(s): Hydropower
River: Zamanti
Reservoir capacity: 109 m3x106
Construction Dates
Start of Project: 04/11
Start of RCC: 04/11
End of RCC: 03/15
End of Project: -/16
Specifications
Height: 133 metres
Length: 200 metres
Volume of RCC: 749 m3x103
Total volume: 900 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.30 | Traditional concrete against formwork |
| 1.00 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.60 | Traditional concrete against formwork |
| 1.00 | Traditional concrete against formwork [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 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 50 | Low-lime flyash (ASTM Class F) |
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Gölecik
Reservoir capacity: 36 m3x106
Construction Dates
Start of Project: 12/16
Start of RCC: 12/16
End of RCC: 06/24
End of Project: -/24
Specifications
Height: 95 metres
Length: 424 metres
Volume of RCC: -
Total volume: 900 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 72 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 48 | Low-lime flyash (ASTM Class F) |
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