Dam Search Results
- Reservoir Capacity: 40 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) | |||||||
| Karkheh (Pie Pol) | Iran | F H | Karkeh | 40 | 02/98 | 07/99 | 07/00 | - /01 | 34 | 350 | 130 | 270 | (12) | (12) | ogee | (12) | 300 | 300 | 97 | 33 | (-) - | |||
| Gokayama | Japan | F N W | Naka | 40 | 06/12 | 06/14 | 07/15 | 03/18 | 103 | 556 | 634 | 935 | V 1.00 | (1) (1) | 0.76 | (1) | 0.76 | (1) | 250 | 1000 | 104 | 26 | (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: Iran
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Karkeh
Reservoir capacity: 40 m3x106
Construction Dates
Start of Project: 02/98
Start of RCC: 02/98
End of RCC: 07/00
End of Project: -/01
Specifications
Height: 34 metres
Length: 350 metres
Volume of RCC: 130 m3x103
Total volume: 270 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Reinforced conventional concrete cast after RCC placement |
Downstream
| Slope | Type |
|---|---|
| Reinforced conventional concrete cast after RCC placement |
Spillway
| Slope | Type |
|---|---|
| ogee | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 97 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 33 | No pozzolan used - |
Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Navigation / Water Supply
River: Naka
Reservoir capacity: 40 m3x106
Construction Dates
Start of Project: 06/12
Start of RCC: 06/12
End of RCC: 07/15
End of Project: 03/18
Specifications
Height: 103 metres
Length: 556 metres
Volume of RCC: 634 m3x103
Total volume: 935 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 1.00 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 104 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 26 | Low-lime flyash (ASTM Class F) |
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