Dam Search Results
- Reservoir Capacity: 20 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) | |||||||
| Copperfield | Australia | W | Copperfield | 20 | 12/83 | 05/84 | 09/84 | 09/84 | 40 | 340 | 140 | 156 | V | (3) | V 0.90 | (3) (17) | 0.80 | (1) | 300 | 300 | 80 | 30 | (F) | |
| Burton Gorge | Australia | W | Isaac | 20 | 07/92 | 09/92 | 11/92 | 12/92 | 26 | 285 | 64 | 68 | V 1.00 | (8) (17) | 0.80 1.00 | (3)* (17) | 0.80 | (13)* | 300 | 300 | 85 | 0 | (-) - | |
| Jauru | Brazil | H | Jauru | 20 | - /00 | - /01 | - /02 | - /03 | 51 | |||||||||||||||
| Qinglianxi | China | H | Meixi | 20 | - /00 | - /02 | - /04 | - /06 | 96 | 178 | ||||||||||||||
| Daxia | China | H I | Quan | 20 | - /04 | - /05 | - /06 | - /07 | 88 | 160 | 205 | |||||||||||||
| Sfeissif | Morocco | Safsaf | 20 | - /08 | - /09 | - /10 | - /11 | 29 | V | (5) | 0.85 | (1)* | 0.85 | (1)* | 300 | 300 | 120 | 0 | (-) - | |||||
| Portugues [A-G] | USA | F | Portugues | 20 | 04/08 | 01/11 | 05/12 | 12/13 | 67 | 375 | 270 | 310 | V | (3') | 0.35 | (3')* | 0.35 | (1) | 300 | 300 | 114 | 51 | (F) | |
| Oguzlar | Turkey | H | Ortasu | 20 | 09/08 | - /13 | - /14 | - /15 | 53 | 431 | 392 | 460 | 0.10 | (1) | 0.80 | (1)* | 0.80 | (12) | 300 | 600 | 100 | 0 | (-) - | |
| Kahe | China | W | 20 | - /12 | - /13 | - /14 | - /15 | 72 | ||||||||||||||||
| Kotanli II [A-G] | Turkey | H | Kura | 20 | 10/12 | 05/14 | 04/15 | 11/15 | 70 | 250 | 248 | 252 | 0.15 | (3) | 0.70 | (3') | 0.70 | (12) | 300 | 300 | 85 | 130 | (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: Australia
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Copperfield
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: 12/83
Start of RCC: 12/83
End of RCC: 09/84
End of Project: 09/84
Specifications
Height: 40 metres
Length: 340 metres
Volume of RCC: 140 m3x103
Total volume: 156 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork |
Downstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork |
| 0.90 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 30 | Low-lime flyash (ASTM Class F) |
Details
Country: Australia
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Isaac
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: 07/92
Start of RCC: 07/92
End of RCC: 11/92
End of Project: 12/92
Specifications
Height: 26 metres
Length: 285 metres
Volume of RCC: 64 m3x103
Total volume: 68 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels with geomembrane |
| 1.00 | Unformed face of RCC |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork [stepped face] |
| 1.00 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced concrete cast against precast units or slip-formed facing elements [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 85 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jauru
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/02
End of Project: -/03
Specifications
Height: 51 metres
Length: -
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: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Meixi
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/04
End of Project: -/06
Specifications
Height: 96 metres
Length: 178 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: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Quan
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 88 metres
Length: 160 metres
Volume of RCC: -
Total volume: 205 m3x103
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: Morocco
Owner: -
Type: Gravity
Purpose(s): unknown
River: Safsaf
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/10
End of Project: -/11
Specifications
Height: 29 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.85 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.85 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 120 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: USA
Owner: -
Type: Arch-Gravity
Purpose(s): Flood Control
River: Portugues
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: 04/08
Start of RCC: 04/08
End of RCC: 05/12
End of Project: 12/13
Specifications
Height: 67 metres
Length: 375 metres
Volume of RCC: 270 m3x103
Total volume: 310 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.35 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.35 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 114 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 51 | Low-lime flyash (ASTM Class F) |
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Ortasu
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: 09/08
Start of RCC: 09/08
End of RCC: -/14
End of Project: -/15
Specifications
Height: 53 metres
Length: 431 metres
Volume of RCC: 392 m3x103
Total volume: 460 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 600 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/14
End of Project: -/15
Specifications
Height: 72 metres
Length: -
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: Turkey
Owner: -
Type: Arch-Gravity
Purpose(s): Hydropower
River: Kura
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: 10/12
Start of RCC: 10/12
End of RCC: 04/15
End of Project: 11/15
Specifications
Height: 70 metres
Length: 250 metres
Volume of RCC: 248 m3x103
Total volume: 252 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.15 | RCC against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 85 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 130 | Natural pozzolan (ASTM Class N) |
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