Dam Search Results
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) | |||||||
| Karareis | Turkey | W | Camibogazi | 10 | - /14 | - /15 | - /16 | - /17 | 50 | 295 | 142 | 173 | 0.05 | (3') | 0.80 | (3') | 0.80 | (12) | 300 | 300 | 98 | 52 | (F) | |
| Irahara | Japan | F W | Harai | 29 | 07/14 | 07/15 | 03/18 | 03/19 | 81 | 295 | 372 | 419 | V 0.60 | (1) (1) | 0.77 | (1) | 0.77 | (1) | 250 | 1000 | 84 | 36 | (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: Turkey
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Camibogazi
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/16
End of Project: -/17
Specifications
Height: 50 metres
Length: 295 metres
Volume of RCC: 142 m3x103
Total volume: 173 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.05 | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 98 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 52 | Low-lime flyash (ASTM Class F) |
Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Harai
Reservoir capacity: 29 m3x106
Construction Dates
Start of Project: 07/14
Start of RCC: 07/14
End of RCC: 03/18
End of Project: 03/19
Specifications
Height: 81 metres
Length: 295 metres
Volume of RCC: 372 m3x103
Total volume: 419 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.60 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.77 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.77 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |
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