Dam Search Results
- Reservoir Capacity: 18 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) | |||||||
| Pirika | Japan | 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) | |
| Shapai [A] | China | H | Caopohe | 18 | 06/97 | 03/00 | 05/02 | 04/03 | 132 | 230 | 380 | 392 | V 0.10 | (3') | 0.21 | (3) | crest 0.21 | (1) | 300 | 300 | 108 89 | 72 89 | (F) | |
| Guaporé | Brazil | H | Guaporé | 18 | - /00 | - /01 | - /02 | - /03 | 32 | 152 | 43 | |||||||||||||
| Şirnak | Turkey | H | Ortasui | 18 | - /08 | 11/09 | 08/10 | 09/10 | 67 | 198 | 157 | 231 | 0.10 | (1) | 0.80 | (1) | 0.80 | (12) | 300 | 600 | 125 | 0 | (-) - | |
| El Puente de Santolea | Spain | I | Guadalope | 18 | - /09 | 04/10 | 02/11 | 03/11 | 35 | 203 | 65 | 70 | 0.20 | (3')* | 0.60 | (3')* | 0.60 | (3')* | 300 | 300 | 65 | 153 | (F) | |
| Boa Sorte | Brazil | H | Tijucas | 18 | - /07 | - /09 | - /11 | - /12 | 26 | |||||||||||||||
| Gökkaya | Turkey | H | Göksu | 18 | 02/10 | 07/10 | 05/12 | 07/12 | 69 | 118 | 96 | 122 | 0.067 | (1) | 0.80 | (1) | 0.80 | (11) | 300 | 300 | 55 | 55 | (F) | |
| Retiro | Brazil | Sapucai | 18 | - /10 | - /11 | - /12 | 07/13 | 15 | 482 | |||||||||||||||
| Ulu Jelai/Susu | Malaysia | H | Bertam, Telom and Lemoi | 18 | 03/11 | 03/14 | 09/15 | 07/16 | 90 | 513 | 731 | 747 | V | (4') | 0.80 | (3')* | 0.80 | (1)* | 400 | 2400 | 100 95 | 0 0 | (-) - | |
| Yangjiang PSP - Upper dam | China | H | Moyang | 18 | 01/17 | - /19 | 11/21 | 06/22 | 101 | 477 | 652 | 300 | 6000 | |||||||||||
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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 / 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: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Caopohe
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: 06/97
Start of RCC: 06/97
End of RCC: 05/02
End of Project: 04/03
Specifications
Height: 132 metres
Length: 230 metres
Volume of RCC: 380 m3x103
Total volume: 392 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
| 0.10 |
Downstream
| Slope | Type |
|---|---|
| 0.21 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| crest | Traditional concrete against formwork |
| 0.21 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 108 |
| 89 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 72 | Low-lime flyash (ASTM Class F) |
| 89 |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Guaporé
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/02
End of Project: -/03
Specifications
Height: 32 metres
Length: 152 metres
Volume of RCC: -
Total volume: 43 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: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Ortasui
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: 08/10
End of Project: 09/10
Specifications
Height: 67 metres
Length: 198 metres
Volume of RCC: 157 m3x103
Total volume: 231 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 600 |
Cementitious material
| Cement (kg/m3) |
|---|
| 125 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Guadalope
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: 02/11
End of Project: 03/11
Specifications
Height: 35 metres
Length: 203 metres
Volume of RCC: 65 m3x103
Total volume: 70 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Downstream
| Slope | Type |
|---|---|
| 0.60 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.60 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 65 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 153 | Low-lime flyash (ASTM Class F) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Tijucas
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/11
End of Project: -/12
Specifications
Height: 26 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: Gravity
Purpose(s): Hydropower
River: Göksu
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: 02/10
Start of RCC: 02/10
End of RCC: 05/12
End of Project: 07/12
Specifications
Height: 69 metres
Length: 118 metres
Volume of RCC: 96 m3x103
Total volume: 122 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.067 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast before RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 55 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 55 | Low-lime flyash (ASTM Class F) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): unknown
River: Sapucai
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/12
End of Project: 07/13
Specifications
Height: 15 metres
Length: 482 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: Malaysia
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Bertam, Telom and Lemoi
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: 03/11
Start of RCC: 03/11
End of RCC: 09/15
End of Project: 07/16
Specifications
Height: 90 metres
Length: 513 metres
Volume of RCC: 731 m3x103
Total volume: 747 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork with external geomembrane (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 400 | 2400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| 95 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
| 0 |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Moyang
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: 01/17
Start of RCC: 01/17
End of RCC: 11/21
End of Project: 06/22
Specifications
Height: 101 metres
Length: 477 metres
Volume of RCC: -
Total volume: 652 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 6000 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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