Dam Search Results
- Reservoir Capacity: 63 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.
← Scroll the table horizontally to view its entire width →
| 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) | |||||||
| Dona Francisca | Brazil | H | Jacuí | 63 | 08/98 | 06/99 | 10/00 | 12/00 | 63 | 670 | 485 | 503 | V | (1) | 0.75 | (3)* | 0.75 | (1)* | 300 | 300 | 72 | 18 | (N) | |
| Takizawa | Japan | F N W | Nakatu | 63 | 03/99 | 10/01 | 06/03 | 03/07 | 139 | 424 | 810 | 1670 | 0.15 0.70 | (1) (1) | 0.72 | (1) | 0.72 | (1) | 250 | 1000 | 84 72 | 36 48 | (F) | |
| Feke II | Turkey | H | Göksu | 63 | 12/07 | 12/08 | 02/10 | 08/10 | 70 | 256 | 194 | 227 | 0.07 | (6) | 0.80 | (3')* | separate | 300 | 300 | 60 60 | 60 50 | (F) | ||
| 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) | ||
← Scroll the table horizontally to view its entire width →
Search again
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: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jacuí
Reservoir capacity: 63 m3x106
Construction Dates
Start of Project: 08/98
Start of RCC: 08/98
End of RCC: 10/00
End of Project: 12/00
Specifications
Height: 63 metres
Length: 670 metres
Volume of RCC: 485 m3x103
Total volume: 503 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 72 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 18 | Natural pozzolan (ASTM Class N) |
Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Navigation / Water Supply
River: Nakatu
Reservoir capacity: 63 m3x106
Construction Dates
Start of Project: 03/99
Start of RCC: 03/99
End of RCC: 06/03
End of Project: 03/07
Specifications
Height: 139 metres
Length: 424 metres
Volume of RCC: 810 m3x103
Total volume: 1670 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.15 | Traditional concrete against formwork |
| 0.70 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.72 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.72 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| 72 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |
| 48 |
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Göksu
Reservoir capacity: 63 m3x106
Construction Dates
Start of Project: 12/07
Start of RCC: 12/07
End of RCC: 02/10
End of Project: 08/10
Specifications
Height: 70 metres
Length: 256 metres
Volume of RCC: 194 m3x103
Total volume: 227 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.07 | Traditional concrete against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 60 | Low-lime flyash (ASTM Class F) |
| 50 |
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) |
Search again
Please note: only dams with known co-ordinates will appear on this map.
Your search returned no dams with known co-ordinates