Dam Search Results
- Reservoir Capacity: 6 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) | |||||||
| Tsugawa | Japan | F H W | Kamo | 6 | 10/89 | 10/91 | 07/93 | 03/94 | 76 | 228 | 222 | 342 | V 0.60 | (1) (1) | 0.76 | (1) | 0.76 | (1) | 250 | 750 | 96 | 24 | (F) | |
| Hinata | Japan | F | Kasshi | 6 | 12/90 | 11/92 | 05/94 | 03/98 | 57 | 290 | 113 | 232 | V | (1) | 0.75 | (1) | 0.75 | (1) | 180 - 250 | 750 | 84 | 36 | (F) | |
| Bertarello | Brazil | W | Arroio Burati | 6 | - /98 | 08/98 | 07/99 | - /00 | 29 | 219 | 80 | 115 | V | (13) | (12)* | (12)* | 300 | 300 | 72 | 18 | (N) | |||
| Tiúma | Brazil | W | Tiúma | 6 | - /99 | - /00 | 01/01 | 05/01 | 16 | 290 | ||||||||||||||
| Ghatghar (Upper dam) | India | H | Pravara | 6 | 12/01 | 05/03 | 01/04 | 06/04 | 15 | 503 | 35 | 40 | V | (3') | 0.78 | (3')* | 0.78 | (3')* | 300 | 300 | 88 | 132 | (F) | |
| Palanquinho | Brazil | H | Lajeado Grande | 6 | - /07 | - /08 | - /09 | 01/10 | 32 | 137 | 89 | 103 | 72 | 18 | (N) | |||||||||
| São Gonçalo (formerly Santa Bárbara) | Brazil | H | Santa Bárbara | 6 | - /08 | - /09 | - /10 | - /11 | 28 | 154 | 14 | 26 | V | 0.75 | 0.75 | 68 | 17 | (N) | ||||||
| Devecikonagi | Turkey | H I | Emet | 6 | 05/10 | 03/11 | 09/12 | 01/13 | 39 | 313 | 180 | 210 | 0.10 | (2) | 0.75 | (1) | 0.80 | (12) | 300 | 300 | 80 | 40 | (F) | |
| Boqaata | Lebanon | W | Boqaata | 6 | 07/12 | 04/15 | 12/16 | 12/21 | 72 | 222 | 200 | 255 | V 0.80 | (12) | 0.80 | (3')* | 0.80 | (3')* | 300 | 300 | 90 | 0 | (-) - | |
| Balli | Turkey | H | Ortasu | 6 | - /08 | - /14 | - /18 | - /20 | 51 | 188 | 144 | 0.10 | (1) | 0.80 | (1) | 0.70 | (3') | 300 | 300 | 95 | 45 | (N) | ||
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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: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Water Supply
River: Kamo
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: 10/89
Start of RCC: 10/89
End of RCC: 07/93
End of Project: 03/94
Specifications
Height: 76 metres
Length: 228 metres
Volume of RCC: 222 m3x103
Total volume: 342 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.60 | 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 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 96 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 24 | Low-lime flyash (ASTM Class F) |

Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Kasshi
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: 12/90
Start of RCC: 12/90
End of RCC: 05/94
End of Project: 03/98
Specifications
Height: 57 metres
Length: 290 metres
Volume of RCC: 113 m3x103
Total volume: 232 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 180 - | 750 |
| 250 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Arroio Burati
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: -/98
Start of RCC: -/98
End of RCC: 07/99
End of Project: -/00
Specifications
Height: 29 metres
Length: 219 metres
Volume of RCC: 80 m3x103
Total volume: 115 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
| Slope | Type |
|---|---|
| Reinforced conventional concrete cast after RCC placement [stepped face] |
Spillway
| Slope | Type |
|---|---|
| Reinforced conventional concrete cast after RCC placement [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: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Tiúma
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: -/99
Start of RCC: -/99
End of RCC: 01/01
End of Project: 05/01
Specifications
Height: 16 metres
Length: 290 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: India
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Pravara
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: 12/01
Start of RCC: 12/01
End of RCC: 01/04
End of Project: 06/04
Specifications
Height: 15 metres
Length: 503 metres
Volume of RCC: 35 m3x103
Total volume: 40 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.78 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.78 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 88 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 132 | Low-lime flyash (ASTM Class F) |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Lajeado Grande
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/09
End of Project: 01/10
Specifications
Height: 32 metres
Length: 137 metres
Volume of RCC: 89 m3x103
Total volume: 103 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 72 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 18 | Natural pozzolan (ASTM Class N) |

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Santa Bárbara
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/10
End of Project: -/11
Specifications
Height: 28 metres
Length: 154 metres
Volume of RCC: 14 m3x103
Total volume: 26 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 0.75 |
Spillway
| Slope | Type |
|---|---|
| 0.75 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 68 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 17 | Natural pozzolan (ASTM Class N) |

Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Emet
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: 05/10
Start of RCC: 05/10
End of RCC: 09/12
End of Project: 01/13
Specifications
Height: 39 metres
Length: 313 metres
Volume of RCC: 180 m3x103
Total volume: 210 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Traditional concrete against formwork with external geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 40 | Low-lime flyash (ASTM Class F) |

Details
Country: Lebanon
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Boqaata
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: 07/12
Start of RCC: 07/12
End of RCC: 12/16
End of Project: 12/21
Specifications
Height: 72 metres
Length: 222 metres
Volume of RCC: 200 m3x103
Total volume: 255 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Reinforced conventional concrete cast after RCC placement |
| 0.80 |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |

Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Ortasu
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/18
End of Project: -/20
Specifications
Height: 51 metres
Length: 188 metres
Volume of RCC: 144 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 95 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 45 | Natural pozzolan (ASTM Class N) |

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