Dam Search Results
- Dimensions
- Height: 90 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) | |||||||
Buchtarma | Kazakhstan | F H | Irtysh | 31 | 05/55 | 09/57 | 10/61 | 12/63 | 90 | 450 | 587 | 988 | V | (10) | 0.80 | (3) | 0.80 | (3) | 300 | 1200 | 135 | 80 | (F) | |
Shimagawa | Japan | F W | Shima | 9 | 03/91 | - /94 | 05/96 | 03/98 | 90 | 330 | 390 | 516 | V 0.50 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 | 84 | 36 | (F) | |
Fengxiangxia [A] | China | H | Huilonghe | 8 | - /93 | - /95 | - /97 | - /98 | 90 | 158 | 770 | 0.10 | 0.76 | 0.76 | ||||||||||
Kinta | Malaysia | W | Kinta | 30 | 01/03 | 02/04 | 03/06 | 07/06 | 90 | 792 | 952 | 975 | V | (3') | 0.80 | (3')* | 0.80 | (3')* | 300 | 300 | 100 | 100 | (F) | |
Francisco J. Múgica (formerly Nueva Italia) | Mexico | I | El Marqués | 100 | 03/08 | - /09 | - /10 | - /11 | 90 | 375 | 367 | 451 | V 0.30 | 1.00 | 1.00 | 300 | 300 | 65 | 0 | (-) - | ||||
Dak Mi 4 | Vietnam | H | Vu Gia | 313 | 04/07 | 01/08 | 08/11 | 04/12 | 90 | 472 | 720 | 800 | V | (3') | 0.48 0.80 | (3')* (3')* | 0.80 | (1) | 300 | 300 | 95 | 125 | (N) | |
Sanglang [A] | China | Sanglang | 15 | - /08 | - /09 | - /11 | - /12 | 90 | ||||||||||||||||
Luntan [A] | China | H | Yangcunshui | 180 | 12/08 | - /10 | - /13 | - /14 | 90 | 218 | ||||||||||||||
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 | (-) - | |
Kasimlar | Turkey | H | Ayvalı | 43 | - /12 | - /13 | - /15 | - /16 | 90 | 235 | 330 | |||||||||||||
Xiaorongjiang | China | H | Xiaorong | 163 | - /10 | - /13 | - /16 | - /17 | 90 | 255 | ||||||||||||||
Sambangalou | Senegal | H | Gambia | 07/17 | - /22 | - /24 | - /25 | 90 |
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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: Kazakhstan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Irtysh
Reservoir capacity: 31 m3x106
Construction Dates
Start of Project: 05/55
Start of RCC: 05/55
End of RCC: 10/61
End of Project: 12/63
Specifications
Height: 90 metres
Length: 450 metres
Volume of RCC: 587 m3x103
Total volume: 988 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete blocks |
Downstream
Slope | Type |
---|---|
0.80 | RCC against formwork |
Spillway
Slope | Type |
---|---|
0.80 | RCC against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 1200 |
Cementitious material
Cement (kg/m3) |
---|
135 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
80 | Low-lime flyash (ASTM Class F) |
Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Shima
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: 03/91
Start of RCC: 03/91
End of RCC: 05/96
End of Project: 03/98
Specifications
Height: 90 metres
Length: 330 metres
Volume of RCC: 390 m3x103
Total volume: 516 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
0.50 | 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: Huilonghe
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/93
Start of RCC: -/93
End of RCC: -/97
End of Project: -/98
Specifications
Height: 90 metres
Length: 158 metres
Volume of RCC: -
Total volume: 770 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 |
Downstream
Slope | Type |
---|---|
0.76 |
Spillway
Slope | Type |
---|---|
0.76 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Malaysia
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Kinta
Reservoir capacity: 30 m3x106
Construction Dates
Start of Project: 01/03
Start of RCC: 01/03
End of RCC: 03/06
End of Project: 07/06
Specifications
Height: 90 metres
Length: 792 metres
Volume of RCC: 952 m3x103
Total volume: 975 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
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) |
---|
100 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
100 | Low-lime flyash (ASTM Class F) |
Details
Country: Mexico
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: El Marqués
Reservoir capacity: 100 m3x106
Construction Dates
Start of Project: 03/08
Start of RCC: 03/08
End of RCC: -/10
End of Project: -/11
Specifications
Height: 90 metres
Length: 375 metres
Volume of RCC: 367 m3x103
Total volume: 451 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | |
0.30 |
Downstream
Slope | Type |
---|---|
1.00 |
Spillway
Slope | Type |
---|---|
1.00 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
65 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Vu Gia
Reservoir capacity: 313 m3x106
Construction Dates
Start of Project: 04/07
Start of RCC: 04/07
End of RCC: 08/11
End of Project: 04/12
Specifications
Height: 90 metres
Length: 472 metres
Volume of RCC: 720 m3x103
Total volume: 800 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.48 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
95 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
125 | Natural pozzolan (ASTM Class N) |
Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): unknown
River: Sanglang
Reservoir capacity: 15 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/11
End of Project: -/12
Specifications
Height: 90 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: Thin Arch
Purpose(s): Hydropower
River: Yangcunshui
Reservoir capacity: 180 m3x106
Construction Dates
Start of Project: 12/08
Start of RCC: 12/08
End of RCC: -/13
End of Project: -/14
Specifications
Height: 90 metres
Length: 218 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: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Ayvalı
Reservoir capacity: 43 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/15
End of Project: -/16
Specifications
Height: 90 metres
Length: 235 metres
Volume of RCC: 330 m3x103
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: Xiaorong
Reservoir capacity: 163 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/16
End of Project: -/17
Specifications
Height: 90 metres
Length: 255 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: Senegal
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Gambia
Reservoir capacity: -
Construction Dates
Start of Project: 07/17
Start of RCC: 07/17
End of RCC: -/24
End of Project: -/25
Specifications
Height: 90 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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