Dam Search Results
- Reservoir Capacity: 313 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) | |||||||
| Dak Mi 4 | Vietnam | H | Vu Gia | 313 | 04/07 | 01/08 | 08/11 | 04/12 | 90 | 472 | 720 | 800 | V | (3') | 0.48 0.80 | (3')* (3')* | 0.80 | (1) | 300 | 300 | 95 | 125 | (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: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Vu Gia
Reservoir capacity: 313 m3x106
Construction Dates
Start of Project: 04/07
Start of RCC: 04/07
End of RCC: 08/11
End of Project: 04/12
Specifications
Height: 90 metres
Length: 472 metres
Volume of RCC: 720 m3x103
Total volume: 800 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.48 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 95 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 125 | Natural pozzolan (ASTM Class N) |
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