Dam Search Results
- Dimensions
- Height: 54 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) | |||||||
| Sierra Brava | Spain | Confederación Hidrográfica del Guadiana | I | Pizarroso | 232 | 12/90 | 06/92 | 11/93 | 12/93 | 54 | 835 | 277 | 340 | 0.05 | (14) | 0.75 | (14)* | 0.75 | (14)* | 300 | 300 | 80 | 140 | (F) |
| Nacaome | Honduras | Secretaria de Recursos Naturales | W | Rio Grande Nacaome | 42 | 06/93 | 08/94 | - /95 | - /95 | 54 | 320 | 250 | 300 | 0.15 | (2) | 0.80 | (3)* | 0.80 | (12)* | 400 | 400 | 64 | 21 | (N) |
| Huilong PSS - Upper dam | China | Henan Electric Power Corporation | H | Huilonggou | 1 | 06/01 | 11/02 | 11/03 | - /05 | 54 | 208 | 73 | 76 | V | (3') | 0.75 | (3') | none | 300 | 300 | (F) | |||
| Huilong PSS - Lower dam | China | Henan Electric Power Corporation | H | Huilonggou | 2 | 06/01 | - /02 | 06/04 | - /05 | 54 | 175 | 88 | 105 | V | (3') | 0.75 | (3')* | 0.75 | (12) | 300 | 300 | (F) | ||
| Binh Dien | Vietnam | Binh Dien Electricity Joint Stock Company | H | Huu Trach | 424 | 01/05 | - /07 | - /08 | 04/09 | 54 | 571 | 189 | 423 | 300 | 300 | 70 | 105 | (F) | ||||||
| Ardil | Turkey | DSI - State Hydraulic Works | I | Ardil | 11 | 03/13 | 05/14 | 12/16 | 02/17 | 54 | 266 | 108 | 158 | V | (1) | 0.80 | (1)* | 0.80 | (12) | 300 | 600 | 75 | 75 | |
| Guanchang | China | H I W | Qiduxi | 24 | - /14 | - /15 | - /16 | - /17 | 54 | 246 | ||||||||||||||
| Patuca 3 | Honduras | ENEE (Empresa Nacional de Energia Eléctrica) | H | Patuca | 208 | - /12 | - /16 | 02/17 | 12/20 | 54 | 160 | 120 | 160 | 0.20 | (1) | 0.75 | (1)* | 0.75 | (12) | 300 | 3000 | 107 | 57 | (N) |
| Ergani | Turkey | DSI - State Hydraulic Works | I | Golkum | 15 | - /14 | - /16 | - /17 | - /18 | 54 | 229 | 127 | 161 | 0.10 | (1) | 0.80 | (1) | 0.80 | (12) | 300 | 90 | 60 | (F) | |
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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: Spain
Owner: Confederación Hidrográfica del Guadiana
Type: Gravity
Purpose(s): Irrigation
River: Pizarroso
Reservoir capacity: 232 m3x106
Construction Dates
Start of Project: 12/90
Start of RCC: 12/90
End of RCC: 11/93
End of Project: 12/93
Specifications
Height: 54 metres
Length: 835 metres
Volume of RCC: 277 m3x103
Total volume: 340 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.05 | Slip-formed/extruded facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Slip-formed/extruded facing elements [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Slip-formed/extruded facing elements [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 140 | Low-lime flyash (ASTM Class F) |

Details
Country: Honduras
Owner: Secretaria de Recursos Naturales
Type: Gravity
Purpose(s): Water Supply
River: Rio Grande Nacaome
Reservoir capacity: 42 m3x106
Construction Dates
Start of Project: 06/93
Start of RCC: 06/93
End of RCC: -/95
End of Project: -/95
Specifications
Height: 54 metres
Length: 320 metres
Volume of RCC: 250 m3x103
Total volume: 300 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.15 | Traditional concrete against formwork with external geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 400 | 400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 64 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 21 | Natural pozzolan (ASTM Class N) |

Details
Country: China
Owner: Henan Electric Power Corporation
Type: Gravity
Purpose(s): Hydropower
River: Huilonggou
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 06/01
Start of RCC: 06/01
End of RCC: 11/03
End of Project: -/05
Specifications
Height: 54 metres
Length: 208 metres
Volume of RCC: 73 m3x103
Total volume: 76 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| none |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| Low-lime flyash (ASTM Class F) | |

Details
Country: China
Owner: Henan Electric Power Corporation
Type: Gravity
Purpose(s): Hydropower
River: Huilonggou
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: 06/01
Start of RCC: 06/01
End of RCC: 06/04
End of Project: -/05
Specifications
Height: 54 metres
Length: 175 metres
Volume of RCC: 88 m3x103
Total volume: 105 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| Low-lime flyash (ASTM Class F) | |

Details
Country: Vietnam
Owner: Binh Dien Electricity Joint Stock Company
Type: Gravity
Purpose(s): Hydropower
River: Huu Trach
Reservoir capacity: 424 m3x106
Construction Dates
Start of Project: 01/05
Start of RCC: 01/05
End of RCC: -/08
End of Project: 04/09
Specifications
Height: 54 metres
Length: 571 metres
Volume of RCC: 189 m3x103
Total volume: 423 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 70 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 105 | Low-lime flyash (ASTM Class F) |

Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation
River: Ardil
Reservoir capacity: 11 m3x106
Construction Dates
Start of Project: 03/13
Start of RCC: 03/13
End of RCC: 12/16
End of Project: 02/17
Specifications
Height: 54 metres
Length: 266 metres
Volume of RCC: 108 m3x103
Total volume: 158 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 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 600 |
Cementitious material
| Cement (kg/m3) |
|---|
| 75 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 75 | |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Qiduxi
Reservoir capacity: 24 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/16
End of Project: -/17
Specifications
Height: 54 metres
Length: 246 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: Honduras
Owner: ENEE (Empresa Nacional de Energia Eléctrica)
Type: Gravity
Purpose(s): Hydropower
River: Patuca
Reservoir capacity: 208 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: 02/17
End of Project: 12/20
Specifications
Height: 54 metres
Length: 160 metres
Volume of RCC: 120 m3x103
Total volume: 160 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 107 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 57 | Natural pozzolan (ASTM Class N) |

Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation
River: Golkum
Reservoir capacity: 15 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/17
End of Project: -/18
Specifications
Height: 54 metres
Length: 229 metres
Volume of RCC: 127 m3x103
Total volume: 161 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 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 60 | Low-lime flyash (ASTM Class F) |

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