Dam Search Results
- Volume
- Volume of RCC: 390 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) | |||||||
| Shimagawa | Japan | F W | Shima | 9 | 03/91 | - /94 | 05/96 | 03/98 | 90 | 330 | 390 | 516 | V 0.50 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 | 84 | 36 | (F) | |
| Gomal Zam [A-G] | Pakistan | F H I | Gomal | 1424 | 07/02 | 12/08 | 03/11 | 09/11 | 133 | 231 | 390 | 474 | V | 0.60 | 0.60 | 300 | 3000 to 4000 | 91 | 91 | (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: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Shima
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: 03/91
Start of RCC: 03/91
End of RCC: 05/96
End of Project: 03/98
Specifications
Height: 90 metres
Length: 330 metres
Volume of RCC: 390 m3x103
Total volume: 516 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.50 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |
Details
Country: Pakistan
Owner: -
Type: Arch-Gravity
Purpose(s): Flood Control / Hydropower / Irrigation
River: Gomal
Reservoir capacity: 1424 m3x106
Construction Dates
Start of Project: 07/02
Start of RCC: 07/02
End of RCC: 03/11
End of Project: 09/11
Specifications
Height: 133 metres
Length: 231 metres
Volume of RCC: 390 m3x103
Total volume: 474 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 0.60 |
Spillway
| Slope | Type |
|---|---|
| 0.60 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 to |
| 4000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 91 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 91 | Low-lime flyash (ASTM Class F) |
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