Dam Search Results
- Volume
- Volume of RCC: 160 m3x103
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.
← Scroll the table horizontally to view its entire width →
| 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) | |||||||
| Inyaka | South Africa | Department of Water & Sanitation | W | Marite | 123 | 01/96 | 06/97 | 10/00 | 03/02 | 53 | 350 | 160 | 327 | V | (1) | 0.68 | (1) | 0.68 | (1) | 250 | 250 | 60 | 120 | (F) |
| Manghekou | China | Jiyuan City Water Bureau | Menghe | 11 | - /05 | - /06 | - /07 | - /08 | 78 | 215 | 160 | 249 | ||||||||||||
| Boussiaba | Algeria | ANBT (Agence Nationale des Barrages et Transferts) | W | Boussiaba | 120 | 12/06 | 05/08 | 11/08 | 08/09 | 51 | 310 | 160 | 190 | V | (2) | (1)* | (1) | 300 | 300 | 112 | 28 | (F) | ||
| Çamlica III [H-F] | Turkey | Akfen Energy | F H | Zamanti | 1 | 04/08 | 04/10 | 12/10 | 04/11 | 52 | 186 | 160 | 182 | 0.70 | (7) | 0.70 | (1)* | 0.70 | (12) | 300 | 300 | 88 | 37 | (F) |
| Güllübag | Turkey | Senerji Enerji | H | Çoruh | 21 | 05/09 | 02/11 | 06/11 | 02/12 | 72 | 97 | 160 | 175 | V | (1) | 0.50 0.70 | (1) (1) | 0.70 | (12) | 300 | 300 | 70 | 70 | (F) |
| Çermikler [H-F] | Turkey | DSI - State Hydraulic Works | H | Kizilirmak | 41 | - /08 | - /11 | - /12 | - /13 | 42 | 251 | 160 | ||||||||||||
| Lithaios [H-F] | Greece | Trikala Prefecture | I | Lithaios | 06/03 | 11/11 | 12/14 | 07/20 | 32 | 526 | 160 | 220 | 0.80 | (13) | 0.80 | (3) | 0.80 | (1)* | 300 | 300 | 50 | 10 | (N) | |
| Ibn Hammad | Jordan | Jordan Valley Authority, Ministry of Water and Irrigation | G W | Ibn Hammad | 4 | - /15 | 12/16 | 07/17 | - /22 | 56 | 160 | 160 | 160 | 0.30 | (1) | 0.70 | (1)* | 0.70 | (1)* | 300 | 300 | 90 100 | 0 0 | (-) |
← Scroll the table horizontally to view its entire width →
Search again
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: South Africa
Owner: Department of Water & Sanitation
Type: Gravity
Purpose(s): Water Supply
River: Marite
Reservoir capacity: 123 m3x106
Construction Dates
Start of Project: 01/96
Start of RCC: 01/96
End of RCC: 10/00
End of Project: 03/02
Specifications
Height: 53 metres
Length: 350 metres
Volume of RCC: 160 m3x103
Total volume: 327 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.68 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.68 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 250 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 120 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: Jiyuan City Water Bureau
Type: Gravity
Purpose(s): unknown
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: Algeria
Owner: ANBT (Agence Nationale des Barrages et Transferts)
Type: Gravity
Purpose(s): Water Supply
River: Boussiaba
Reservoir capacity: 120 m3x106
Construction Dates
Start of Project: 12/06
Start of RCC: 12/06
End of RCC: 11/08
End of Project: 08/09
Specifications
Height: 51 metres
Length: 310 metres
Volume of RCC: 160 m3x103
Total volume: 190 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork with external geomembrane |
Downstream
| Slope | Type |
|---|---|
| Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 112 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 28 | Low-lime flyash (ASTM Class F) |

Details
Country: Turkey
Owner: Akfen Energy
Type: Hardfill
Purpose(s): Flood Control / Hydropower
River: Zamanti
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 04/08
Start of RCC: 04/08
End of RCC: 12/10
End of Project: 04/11
Specifications
Height: 52 metres
Length: 186 metres
Volume of RCC: 160 m3x103
Total volume: 182 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 88 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 37 | Low-lime flyash (ASTM Class F) |

Details
Country: Turkey
Owner: Senerji Enerji
Type: Gravity
Purpose(s): Hydropower
River: Çoruh
Reservoir capacity: 21 m3x106
Construction Dates
Start of Project: 05/09
Start of RCC: 05/09
End of RCC: 06/11
End of Project: 02/12
Specifications
Height: 72 metres
Length: 97 metres
Volume of RCC: 160 m3x103
Total volume: 175 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.50 | Traditional concrete against formwork |
| 0.70 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 70 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 70 | Low-lime flyash (ASTM Class F) |

Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Hardfill
Purpose(s): Hydropower
River: Kizilirmak
Reservoir capacity: 41 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/12
End of Project: -/13
Specifications
Height: 42 metres
Length: 251 metres
Volume of RCC: 160 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: Greece
Owner: Trikala Prefecture
Type: Hardfill
Purpose(s): Irrigation
River: Lithaios
Reservoir capacity: -
Construction Dates
Start of Project: 06/03
Start of RCC: 06/03
End of RCC: 12/14
End of Project: 07/20
Specifications
Height: 32 metres
Length: 526 metres
Volume of RCC: 160 m3x103
Total volume: 220 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 50 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 10 | Natural pozzolan (ASTM Class N) |

Details
Country: Jordan
Owner: Jordan Valley Authority, Ministry of Water and Irrigation
Type: Gravity
Purpose(s): Groundwater Recharge / Water Supply
River: Ibn Hammad
Reservoir capacity: 4 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: 07/17
End of Project: -/22
Specifications
Height: 56 metres
Length: 160 metres
Volume of RCC: 160 m3x103
Total volume: 160 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.30 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |
| 0 |

Search again
Please note: only dams with known co-ordinates will appear on this map.
Your search returned no dams with known co-ordinates
