Dam Search Results
- Dimensions
- Height: 88 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) | |||||||
| Tongjiezi (with Niurixigou saddle dam) | China | Guodian Dadu River Basin Hydropower Development Co. | F H I N | Dadu | 200 | 01/85 | 10/88 | 12/89 | 10/94 | 88 | 1029 | 407 | 855 | V | (1) | 0.75 | (10) | 0.75 | (1) | 300 - 500 | 300 - 500 | 79 82 | 79 83 | (F) |
| Daxia | China | China Guodian Corporation | H I | Quan | 20 | - /04 | - /05 | - /06 | - /07 | 88 | 160 | 205 | ||||||||||||
| Zaoshi | China | Lishui Basin Hydraulic and Hydroelectric Development Corporation | F H N W | Dieshui | 1439 | - /04 | - /05 | - /06 | - /07 | 88 | 351 | 450 | 930 | V 0.25 | (3') | 0.80 | (3') | 0.75 | (1) | 300 | 3000 | 53 83 | 99 102 | (F) |
| Pembelik [H-F] | Turkey | Darenhes A.S. | H | PeriSuyu | 358 | 11/10 | 03/13 | 10/14 | - /15 | 88 | 500 | 760 | 838 | 0.70 | (3')* | 0.70 | (3')* | 0.70 | (12) | 300 | 1200 | 120 | 0 | (-) |
| Trung Son | Vietnam | EVN (Electrictie de Vietnam) | F H | Ma | 349 | 11/12 | 04/14 | 08/16 | 02/17 | 88 | 498 | 770 | 1140 | V 0.35 | (3') (3')* | 0.65 | (3')* | 0.65 | (12) | 300 | 300 | 60 70 | 140 150 | (N) |
| Ximihe | China | H I W | Ximihe | 17 | - /14 | - /16 | - /17 | - /18 | 88 | 147 | ||||||||||||||
| 3 de Febrero (formerly El Chaparral) [H-F] | El Salvador | Comisión Ejecutiva Hidroeléctrica del Rio Lempa (CEL) | H | Torola | - /09 | - /18 | - /20 | 10/23 | 88 | 324 | 375 | 450 | 0.20 | (7') | 0.80 | (7') | 0.80 | (7') | 300 | 300 | 94 | 63 | (N) | |
| Hayghar (formerly Dehroud) [H-F] | Iran | Fars Water Authority | F H I W | Firooz Abad | 146 | - /09 | - /12 | - /24 | - /26 | 88 | 230 | 260 | 285 | 0.90 | (3') | 1.20 | (3')* | 1.20 | (12) | 300 | 300 | |||
| Monti Nieddu (formerly Sa Stria) | Italy | Consorzio di Bonifica della Sardegna Meridionale | I W | Monti Nieddu | 35 | 01/98 | - /18 | - /28 | - /28 | 88 | 360 | 333 | 449 | 0.05 | (1) | 0.75 | (1)* | 0.75 | (1) | 300 | 300 | (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: China
Owner: Guodian Dadu River Basin Hydropower Development Co.
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Navigation
River: Dadu
Reservoir capacity: 200 m3x106
Construction Dates
Start of Project: 01/85
Start of RCC: 01/85
End of RCC: 12/89
End of Project: 10/94
Specifications
Height: 88 metres
Length: 1029 metres
Volume of RCC: 407 m3x103
Total volume: 855 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 - | 300 - |
| 500 | 500 |
Cementitious material
| Cement (kg/m3) |
|---|
| 79 |
| 82 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 79 | Low-lime flyash (ASTM Class F) |
| 83 |

Details
Country: China
Owner: China Guodian Corporation
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Quan
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 88 metres
Length: 160 metres
Volume of RCC: -
Total volume: 205 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: China
Owner: Lishui Basin Hydraulic and Hydroelectric Development Corporation
Type: Gravity
Purpose(s): Flood Control / Hydropower / Navigation / Water Supply
River: Dieshui
Reservoir capacity: 1439 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 88 metres
Length: 351 metres
Volume of RCC: 450 m3x103
Total volume: 930 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
| 0.25 |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 53 |
| 83 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 99 | Low-lime flyash (ASTM Class F) |
| 102 |

Details
Country: Turkey
Owner: Darenhes A.S.
Type: Hardfill
Purpose(s): Hydropower
River: PeriSuyu
Reservoir capacity: 358 m3x106
Construction Dates
Start of Project: 11/10
Start of RCC: 11/10
End of RCC: 10/14
End of Project: -/15
Specifications
Height: 88 metres
Length: 500 metres
Volume of RCC: 760 m3x103
Total volume: 838 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 1200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 120 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

Details
Country: Vietnam
Owner: EVN (Electrictie de Vietnam)
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Ma
Reservoir capacity: 349 m3x106
Construction Dates
Start of Project: 11/12
Start of RCC: 11/12
End of RCC: 08/16
End of Project: 02/17
Specifications
Height: 88 metres
Length: 498 metres
Volume of RCC: 770 m3x103
Total volume: 1140 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
| 0.35 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Downstream
| Slope | Type |
|---|---|
| 0.65 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.65 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| 70 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 140 | Natural pozzolan (ASTM Class N) |
| 150 |

Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Ximihe
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/17
End of Project: -/18
Specifications
Height: 88 metres
Length: 147 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: El Salvador
Owner: Comisión Ejecutiva Hidroeléctrica del Rio Lempa (CEL)
Type: Hardfill
Purpose(s): Hydropower
River: Torola
Reservoir capacity: -
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/20
End of Project: 10/23
Specifications
Height: 88 metres
Length: 324 metres
Volume of RCC: 375 m3x103
Total volume: 450 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | RCC against precast concrete panels (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete panels (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete panels (GEVR/GE-RCC) |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 94 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 63 | Natural pozzolan (ASTM Class N) |

Details
Country: Iran
Owner: Fars Water Authority
Type: Hardfill
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Firooz Abad
Reservoir capacity: 146 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/24
End of Project: -/26
Specifications
Height: 88 metres
Length: 230 metres
Volume of RCC: 260 m3x103
Total volume: 285 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.90 | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 1.20 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 1.20 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Italy
Owner: Consorzio di Bonifica della Sardegna Meridionale
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Monti Nieddu
Reservoir capacity: 35 m3x106
Construction Dates
Start of Project: 01/98
Start of RCC: 01/98
End of RCC: -/28
End of Project: -/28
Specifications
Height: 88 metres
Length: 360 metres
Volume of RCC: 333 m3x103
Total volume: 449 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.05 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| Low-lime flyash (ASTM Class F) | |

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