Dam Search Results
- Volume
- Volume of RCC: 232 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) | |||||||
| Jahgin | Iran | F I W | Jahgin | 300 | 12/01 | 05/04 | 05/05 | 09/07 | 78 | 220 | 232 | 382 | V 0.30 | (3') (3')* | 0.75 | (3')* | 0.75 | (12) | 300 | 300 | 105 160 | 90 90 | (N) | |
| Burç | Turkey | H | Göksu | 63 | 01/07 | 01/12 | - /15 | - /17 | 70 | 235 | 232 | 260 | 0.07 | (8) | 0.80 | (1) | separate | 300 | 300 | 60 | 50 to 60 | (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 / Irrigation / Water Supply
River: Jahgin
Reservoir capacity: 300 m3x106
Construction Dates
Start of Project: 12/01
Start of RCC: 12/01
End of RCC: 05/05
End of Project: 09/07
Specifications
Height: 78 metres
Length: 220 metres
Volume of RCC: 232 m3x103
Total volume: 382 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 |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 105 |
| 160 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 90 | Natural pozzolan (ASTM Class N) |
| 90 |
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Göksu
Reservoir capacity: 63 m3x106
Construction Dates
Start of Project: 01/07
Start of RCC: 01/07
End of RCC: -/15
End of Project: -/17
Specifications
Height: 70 metres
Length: 235 metres
Volume of RCC: 232 m3x103
Total volume: 260 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.07 | RCC against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 50 to | Low-lime flyash (ASTM Class F) |
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