Dam Search Results
- Dimensions
- Height: 78 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) | |||||||
| Tucuruí - 2nd Phase | Brazil | H | Tocantins | 45800 | 06/98 | 06/99 | 09/00 | 10/05 | 78 | 1541 | 288 | 1383 | (3) | (3)* | separate | 300 | 300 | 70 | 30 | (N) | ||||
| Jahgin | Iran | F I W | Jahgin | 300 | 12/01 | 05/04 | 05/05 | 09/07 | 78 | 220 | 232 | 382 | V 0.30 | (3') (3')* | 0.75 | (3')* | 0.75 | (12) | 300 | 300 | 105 160 | 90 90 | (N) | |
| Menghekou | China | F I R W | Menghe | 11 | - /05 | - /06 | - /07 | - /08 | 78 | 215 | 160 | 249 | ||||||||||||
| Toppu | Japan | F I W | Toppu | 36 | 07/02 | 06/05 | 10/08 | 03/14 | 78 | 309 | 440 | 530 | V 0.80 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 250 | 1000 | 84 | 36 | (F) | |
| Los Panales | Mexico | W | Tecolotán | 100 | 01/11 | - /12 | - /13 | - /13 | 78 | 440 | 496 | 561 | 0.20 V | (5) | 0.80 | (3) | 0.80 | (3) | 300 | 300 | 110 | 0 | (N) | |
| Naras | Turkey | F I | Manavgat | 104 | - /10 | 12/12 | 01/14 | 05/14 | 78 | 448 | 620 | 677 | 0.15 | (1) | 0.80 | (1)* | 0.80 | (12) | 300 | 300 | 110 | 90 | (N) | |
| Beyyurdu | Turkey | H | Bembo | 8 | 09/08 | - /13 | - /16 | - /17 | 78 | 176 | 186 | 209 | 0.10 | (1) | 0.80 | (1) | 0.80 | (12) | 300 | 1200 | 100 | 80 | (N) | |
| Minas San Francisco | Ecuador | H | Jubones | 14 | - /12 | - /14 | - /17 | 08/18 | 78 | 209 | 300 | 300 | ||||||||||||
| Shah wa Arüs | Afghanistan | F H I W | Shakardar | 10 | - /12 | - /13 | - /19 | 04/21 | 78 | 303 | 270 | 337 | V 0.20 | (1) | 0.80 | (1) | 0.80 | (1) | 300 | 300 | 105 | 45 | (N) | |
| Mandian | China | 12340 | - /15 | - /16 | - /19 | - /20 | 78 | 231 | ||||||||||||||||
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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: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Tocantins
Reservoir capacity: 45800 m3x106
Construction Dates
Start of Project: 06/98
Start of RCC: 06/98
End of RCC: 09/00
End of Project: 10/05
Specifications
Height: 78 metres
Length: 1541 metres
Volume of RCC: 288 m3x103
Total volume: 1383 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| RCC against formwork |
Downstream
| Slope | Type |
|---|---|
| RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 70 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 30 | Natural pozzolan (ASTM Class N) |

Details
Country: Iran
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Jahgin
Reservoir capacity: 300 m3x106
Construction Dates
Start of Project: 12/01
Start of RCC: 12/01
End of RCC: 05/05
End of Project: 09/07
Specifications
Height: 78 metres
Length: 220 metres
Volume of RCC: 232 m3x103
Total volume: 382 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
| 0.30 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
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) |
|---|
| 105 |
| 160 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 90 | Natural pozzolan (ASTM Class N) |
| 90 |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Recreation / Water Supply
River: Menghe
Reservoir capacity: 11 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: -/08
Specifications
Height: 78 metres
Length: 215 metres
Volume of RCC: 160 m3x103
Total volume: 249 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: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Toppu
Reservoir capacity: 36 m3x106
Construction Dates
Start of Project: 07/02
Start of RCC: 07/02
End of RCC: 10/08
End of Project: 03/14
Specifications
Height: 78 metres
Length: 309 metres
Volume of RCC: 440 m3x103
Total volume: 530 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 | 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |

Details
Country: Mexico
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Tecolotán
Reservoir capacity: 100 m3x106
Construction Dates
Start of Project: 01/11
Start of RCC: 01/11
End of RCC: -/13
End of Project: -/13
Specifications
Height: 78 metres
Length: 440 metres
Volume of RCC: 496 m3x103
Total volume: 561 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | Traditional concrete against precast concrete panels |
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 110 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | Natural pozzolan (ASTM Class N) |

Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation
River: Manavgat
Reservoir capacity: 104 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: 01/14
End of Project: 05/14
Specifications
Height: 78 metres
Length: 448 metres
Volume of RCC: 620 m3x103
Total volume: 677 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.15 | 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 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 110 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 90 | Natural pozzolan (ASTM Class N) |

Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Bembo
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: 09/08
Start of RCC: 09/08
End of RCC: -/16
End of Project: -/17
Specifications
Height: 78 metres
Length: 176 metres
Volume of RCC: 186 m3x103
Total volume: 209 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 | 1200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 80 | Natural pozzolan (ASTM Class N) |

Details
Country: Ecuador
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jubones
Reservoir capacity: 14 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/17
End of Project: 08/18
Specifications
Height: 78 metres
Length: 209 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Afghanistan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Shakardar
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/19
End of Project: 04/21
Specifications
Height: 78 metres
Length: 303 metres
Volume of RCC: 270 m3x103
Total volume: 337 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.20 |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 105 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 45 | Natural pozzolan (ASTM Class N) |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): unknown
River: -
Reservoir capacity: 12340 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/19
End of Project: -/20
Specifications
Height: 78 metres
Length: 231 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 |
|---|---|

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