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) | |||||||
| Gelantan | China | H | Lixian | 409 | 01/03 | 09/06 | 08/08 | - /09 | 113 | 466 | 903 | 1200 | V 0.20 | (3') | 0.75 | (3') | 0.75 | (1) | 77 93 | 77 93 | (S) | |||
| Dak Drinh | Vietnam | H | Dak Drinh | 249 | 01/09 | 09/11 | 12/12 | 12/13 | 100 | 466 | 788 | (3') | (3')* | (12) | 300 | 300 | 80 | 115 | (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): Hydropower
River: Lixian
Reservoir capacity: 409 m3x106
Construction Dates
Start of Project: 01/03
Start of RCC: 01/03
End of RCC: 08/08
End of Project: -/09
Specifications
Height: 113 metres
Length: 466 metres
Volume of RCC: 903 m3x103
Total volume: 1200 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
| 0.20 |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 77 |
| 93 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 77 | Ground-granulated blast-furnace slag |
| 93 |
Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Dak Drinh
Reservoir capacity: 249 m3x106
Construction Dates
Start of Project: 01/09
Start of RCC: 01/09
End of RCC: 12/12
End of Project: 12/13
Specifications
Height: 100 metres
Length: 466 metres
Volume of RCC: 788 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 115 | Natural pozzolan (ASTM Class N) |
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