Dam Search Results
- Volume
- Volume of RCC: 54 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) | |||||||
| Zintel Canyon | USA | F | Zintel | 3 | 03/92 | 07/92 | 10/92 | 12/92 | 39 | 158 | 54 | 55 | V | (7) | 0.85 | (17) | 0.85 | (17) | 300 | 300 | 74 | 0 | (-) - | |
| Mangla Emergency Spillway Control Weir | Pakistan | H I | Jhelum | 6500 | 08/04 | 12/07 | 11/08 | 01/09 | 17 | 370 | 54 | 79 | V 0.30 | (3') (3')* | V 0.70 | (3') (3')* | 0.70 | (3')* | 300 | 300 | 60 | 120 | (S) | |
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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: USA
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Zintel
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 03/92
Start of RCC: 03/92
End of RCC: 10/92
End of Project: 12/92
Specifications
Height: 39 metres
Length: 158 metres
Volume of RCC: 54 m3x103
Total volume: 55 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.85 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 0.85 | Unformed face of RCC |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 74 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: Pakistan
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Jhelum
Reservoir capacity: 6500 m3x106
Construction Dates
Start of Project: 08/04
Start of RCC: 08/04
End of RCC: 11/08
End of Project: 01/09
Specifications
Height: 17 metres
Length: 370 metres
Volume of RCC: 54 m3x103
Total volume: 79 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
| 0.30 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Downstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
| 0.70 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 120 | Ground-granulated blast-furnace slag |
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