Dam Search Results
- Total Volume: 7400 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) | |||||||
| Longtan (Stage 1) | China | F H N W | Hongshui | 16210 | 07/01 | 10/04 | 06/07 | 12/09 | 192 | 832 | 4623 | 7400 | V 0.25 | (3') | 0.70 | (3') | 0.68 | (12) | 300 | 300 | 99 86 | 121 109 | (F) | |
| Koysha (Gibe IV) | Ethiopia | H | Omo | 14700 | 09/13 | 06/20 | - /23 | - /24 | 168 | 1000 | 7400 | 7400 | 0.10 0.35 | (3') | 0.70 | (3')* | separate | 400 | 400 | 57 to 99 | 23 to 41 | (N) | ||
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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: Gravity
Purpose(s): Flood Control / Hydropower / Navigation / Water Supply
River: Hongshui
Reservoir capacity: 16210 m3x106
Construction Dates
Start of Project: 07/01
Start of RCC: 07/01
End of RCC: 06/07
End of Project: 12/09
Specifications
Height: 192 metres
Length: 832 metres
Volume of RCC: 4623 m3x103
Total volume: 7400 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
| 0.25 |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.68 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 99 |
| 86 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 121 | Low-lime flyash (ASTM Class F) |
| 109 |
Details
Country: Ethiopia
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Omo
Reservoir capacity: 14700 m3x106
Construction Dates
Start of Project: 09/13
Start of RCC: 09/13
End of RCC: -/23
End of Project: -/24
Specifications
Height: 168 metres
Length: 1000 metres
Volume of RCC: 7400 m3x103
Total volume: 7400 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | RCC against formwork (GEVR/GE-RCC) |
| 0.35 |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 400 | 400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 57 to |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 23 to | Natural pozzolan (ASTM Class N) |
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