Dam Search Results
- Reservoir Capacity: 190 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) | |||||||
| Zaaihoek | South Africa | W | Slang | 190 | 05/85 | 11/85 | 03/87 | 09/88 | 47 | 527 | 97 | 134 | V | (1) | V 0.62 | (1)* | 0.62 | (1)* | 250 | 250 | 36 | 84 | (S) | |
| Lizhou [A] | China | H W | Muli | 190 | - /09 | - /11 | - /13 | - /14 | 132 | 211 | ||||||||||||||
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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: South Africa
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Slang
Reservoir capacity: 190 m3x106
Construction Dates
Start of Project: 05/85
Start of RCC: 05/85
End of RCC: 03/87
End of Project: 09/88
Specifications
Height: 47 metres
Length: 527 metres
Volume of RCC: 97 m3x103
Total volume: 134 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork [stepped face] |
| 0.62 |
Spillway
| Slope | Type |
|---|---|
| 0.62 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 250 |
Cementitious material
| Cement (kg/m3) |
|---|
| 36 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 84 | Ground-granulated blast-furnace slag |
Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower / Water Supply
River: Muli
Reservoir capacity: 190 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/13
End of Project: -/14
Specifications
Height: 132 metres
Length: 211 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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