Dam Search Results
- Dimensions
- Height: 40 metres
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 | Kidston Gold Mines Ltd. | 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) |
| Pirika | Japan | Hokkaido Development Bureau | F H I | Shirobeshit-oshibetsu | 18 | 10/82 | - /88 | - /89 | 10/91 | 40 | 755 | 163 | 360 | V 0.80 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 | 84 | 36 | (F) |
| Christian E. Siegrist | USA | City of Lebanon Authority | W | Mill | 4 | 09/91 | 04/92 | 07/92 | - /93 | 40 | 213 | 69 | 70 | V | (6) | 0.80 | (17) | 0.80 | (1) | 300 | 300 | 59 | 34 | (F) |
| Lac Robertson | Canada | Hydro-Québec | H | Ha! Ha! | 587 | 10/92 | 06/94 | 08/94 | 03/95 | 40 | 124 | 28 | 35 | V | (1) | 0.75 | (1)* | separate | 300 | 300 | 85 | 85 | (F) | |
| Dagangou | China | Ge'ermu Hydroelectric Responsibility Corporation Ltd. | H | Geermu | 9780 | - /96 | - /98 | - /00 | - /01 | 40 | ||||||||||||||
| Caçu | Brazil | Gerdau SA | H | Claro | - /07 | - /08 | - /09 | - /10 | 40 | |||||||||||||||
| Bergama Çamavlu | Turkey | DSI - State Hydraulic Works | I | Hasanderesi | 1 | - /14 | - /14 | - /15 | - /15 | 40 | 241 | 69 | 0.10 | (1) | 0.80 | (1) | 300 | 300 | 85 | 35 | (F) | |||
| Xayaburi (Left bank closure section) | Laos | XPCL (Xayaburi Power Company Ltd.) | H | Mekong | 03/12 | 01/18 | 12/18 | 10/19 | 40 | 109 | 82 | 85 | V | (1) | (16) | 300 | 300 | 60 | 100 | (F) | ||||
| Center Hill Auxiliary Backup Dam | USA | US Army Corps of Engineers - Nashville District | F H R W | Caney Fork | 940 | - /17 | - /19 | - /20 | - /21 | 40 | 293 | 99 | 122 | V | (1) | V 0.83 | (1)* | 0.83 | (1)* | 300 | 300 | 93 | 93 | (F) |
| Vizcachas | Peru | Anglo American (Quellaveco copper mine) | W | - /19 | - /20 | - /20 | - /21 | 40 | V 0.10 | (2) | 0.80 | (1) | 0.80 | (12) | ||||||||||
| Akçali 2 | Turkey | DSI - State Hydraulic Works | I | Sagin | 1 | - /16 | - /19 | - /23 | - /24 | 40 | 148 | 72 | 0.10 | (1) | 0.70 | (1)* | 0.70 | (12) | 300 | 300 | 90 | 60 | (F) | |
| Lengshuihe [H-F] | China | 10 | - /20 | - /22 | - /24 | - /25 | 40 | |||||||||||||||||
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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: Kidston Gold Mines Ltd.
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: Japan
Owner: Hokkaido Development Bureau
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation
River: Shirobeshit-oshibetsu
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: 10/82
Start of RCC: 10/82
End of RCC: -/89
End of Project: 10/91
Specifications
Height: 40 metres
Length: 755 metres
Volume of RCC: 163 m3x103
Total volume: 360 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.80 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |
Details
Country: USA
Owner: City of Lebanon Authority
Type: Gravity
Purpose(s): Water Supply
River: Mill
Reservoir capacity: 4 m3x106
Construction Dates
Start of Project: 09/91
Start of RCC: 09/91
End of RCC: 07/92
End of Project: -/93
Specifications
Height: 40 metres
Length: 213 metres
Volume of RCC: 69 m3x103
Total volume: 70 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.80 | 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) |
|---|
| 59 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 34 | Low-lime flyash (ASTM Class F) |
Details
Country: Canada
Owner: Hydro-Québec
Type: Gravity
Purpose(s): Hydropower
River: Ha! Ha!
Reservoir capacity: 587 m3x106
Construction Dates
Start of Project: 10/92
Start of RCC: 10/92
End of RCC: 08/94
End of Project: 03/95
Specifications
Height: 40 metres
Length: 124 metres
Volume of RCC: 28 m3x103
Total volume: 35 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 85 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 85 | Low-lime flyash (ASTM Class F) |
Details
Country: China
Owner: Ge'ermu Hydroelectric Responsibility Corporation Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Geermu
Reservoir capacity: 9780 m3x106
Construction Dates
Start of Project: -/96
Start of RCC: -/96
End of RCC: -/00
End of Project: -/01
Specifications
Height: 40 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: Brazil
Owner: Gerdau SA
Type: Gravity
Purpose(s): Hydropower
River: Claro
Reservoir capacity: -
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/09
End of Project: -/10
Specifications
Height: 40 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: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation
River: Hasanderesi
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/15
End of Project: -/15
Specifications
Height: 40 metres
Length: 241 metres
Volume of RCC: 69 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 |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 85 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 35 | Low-lime flyash (ASTM Class F) |
Details
Country: Laos
Owner: XPCL (Xayaburi Power Company Ltd.)
Type: Gravity
Purpose(s): Hydropower
River: Mekong
Reservoir capacity: -
Construction Dates
Start of Project: 03/12
Start of RCC: 03/12
End of RCC: 12/18
End of Project: 10/19
Specifications
Height: 40 metres
Length: 109 metres
Volume of RCC: 82 m3x103
Total volume: 85 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Mechanically compacted unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 100 | Low-lime flyash (ASTM Class F) |
Details
Country: USA
Owner: US Army Corps of Engineers - Nashville District
Type: Gravity
Purpose(s): Flood Control / Hydropower / Recreation / Water Supply
River: Caney Fork
Reservoir capacity: 940 m3x106
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/20
End of Project: -/21
Specifications
Height: 40 metres
Length: 293 metres
Volume of RCC: 99 m3x103
Total volume: 122 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork [stepped face] |
| 0.83 |
Spillway
| Slope | Type |
|---|---|
| 0.83 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 93 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 93 | Low-lime flyash (ASTM Class F) |
Details
Country: Peru
Owner: Anglo American (Quellaveco copper mine)
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: -
Construction Dates
Start of Project: -/19
Start of RCC: -/19
End of RCC: -/20
End of Project: -/21
Specifications
Height: 40 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork with external geomembrane |
| 0.10 |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation
River: Sagin
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/23
End of Project: -/24
Specifications
Height: 40 metres
Length: 148 metres
Volume of RCC: -
Total volume: 72 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 60 | Low-lime flyash (ASTM Class F) |
Details
Country: China
Owner: -
Type: Hardfill
Purpose(s): unknown
River: -
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: -/20
Start of RCC: -/20
End of RCC: -/24
End of Project: -/25
Specifications
Height: 40 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 |
|---|---|
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