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) | |||||||
| Bukhtarma | Kazakhstan | Ministry of Energy | 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 | Gunma Prefecture | 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 | Fengdu Hydropower Bureau | H | Huilonghe | 8 | - /93 | - /95 | - /97 | - /98 | 90 | 158 | 770 | 0.10 | 0.76 | 0.76 | |||||||||
| Kinta | Malaysia | Lembaga Air Perak/Metropolitan Utilities Corporation | 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 | Gobierno del Estado de Michoacán | 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 | (IDICO) Urban and Industrial Development Zone Investment Company | 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 | Luntan Hydraulic Engineering Co. Ltd. | H | Yangcunshui | 180 | 12/08 | - /10 | - /13 | - /14 | 90 | 218 | |||||||||||||
| Sultan Moulay Ali Cherif (formely Tiouine) | Morocco | Direction des Aménagements Hydrauliques | F I W | Iriri | 270 | 05/10 | - /11 | - /13 | - /13 | 90 | 202 | 270 | 380 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 100 | 0 | (-) | ||
| Ulu Jelai/Susu | Malaysia | Tenaga Nasional Berhad (TNB) | 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 | Değirmenüstü Energy | H | Köprüçay | 43 | - /12 | - /13 | - /15 | - /16 | 90 | 235 | 330 | ||||||||||||
| Xiaorongjiang | China | Guilin Dayu Water Conservancy, Infrastructure, Construction and Investment Co. Ltd. | H | Xiaorong | 163 | - /10 | - /13 | - /16 | - /17 | 90 | 255 | |||||||||||||
| Maling [A] | China | H | 219 | - /16 | - /18 | - /21 | - /22 | 90 | ||||||||||||||||
| Fengshan | China | H | 104 | - /20 | - /22 | - /25 | - /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: Ministry of Energy
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: Gunma Prefecture
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: Fengdu Hydropower Bureau
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: Lembaga Air Perak/Metropolitan Utilities Corporation
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: Gobierno del Estado de Michoacán
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: (IDICO) Urban and Industrial Development Zone Investment Company
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: Luntan Hydraulic Engineering Co. Ltd.
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: Morocco
Owner: Direction des Aménagements Hydrauliques
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Iriri
Reservoir capacity: 270 m3x106
Construction Dates
Start of Project: 05/10
Start of RCC: 05/10
End of RCC: -/13
End of Project: -/13
Specifications
Height: 90 metres
Length: 202 metres
Volume of RCC: 270 m3x103
Total volume: 380 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

Details
Country: Malaysia
Owner: Tenaga Nasional Berhad (TNB)
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: Değirmenüstü Energy
Type: Gravity
Purpose(s): Hydropower
River: Köprüçay
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: Guilin Dayu Water Conservancy, Infrastructure, Construction and Investment Co. Ltd.
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: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: -
Reservoir capacity: 219 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/21
End of Project: -/22
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: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 104 m3x106
Construction Dates
Start of Project: -/20
Start of RCC: -/20
End of RCC: -/25
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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