Dam Search Results
- Volume
- Volume of RCC: 229 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) | |||||||
| Linhekou [A] | China | H I | Linhe | 147 | - /99 | 12/01 | 06/03 | - /04 | 100 | 311 | 229 | 293 | curve | (3') | curve | (3') | ogee | (1) | 300 | 3000 | 74 66 | 111 111 | (F) | |
| Zhouba | China | F H | Mabianhe | 204 | - /04 | - /05 | - /06 | - /07 | 73 | 163 | 229 | 405 | V | (1) | 0.70 | (1) | 0.78 | (1) | 300 | 300 | 110 66 | 73 66 | (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: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower / Irrigation
River: Linhe
Reservoir capacity: 147 m3x106
Construction Dates
Start of Project: -/99
Start of RCC: -/99
End of RCC: 06/03
End of Project: -/04
Specifications
Height: 100 metres
Length: 311 metres
Volume of RCC: 229 m3x103
Total volume: 293 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| curve | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| curve | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| ogee | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 74 |
| 66 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 111 | Low-lime flyash (ASTM Class F) |
| 111 |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Mabianhe
Reservoir capacity: 204 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 73 metres
Length: 163 metres
Volume of RCC: 229 m3x103
Total volume: 405 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.78 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 110 |
| 66 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 73 | Low-lime flyash (ASTM Class F) |
| 66 |
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