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Dam Search Results

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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NameCountryOwnerPurposeRiverReservoir capacity (m3x106)Construction datesDimensionsVolumeFacingsPlacementCementitious material
StartFinishHeightLengthRCCTotalUpstreamDownstreamSpillwayLayersLiftsCementPozzolan
ProjectRCCRCCProject(m)(m)(m3x103)(m3x103)SlopeTypeSlopeTypeSlopeType(m)(m)(kg/m3)(kg/m3)
Imi el KhengMoroccoDirection des Aménagements HydrauliquesG IOueld Berhil2304/9209/9207/9304/9441170971090.20(5)0.80(1)*0.80(1)*300300100
110
20
20
(N)
Monte ClaroBrazilCERAM (Companhia Energética Rio das Antas)HDas Antas2304/02- /03- /0412/04251803566           
MengeTurkeyEnerjisa En. Ut. A.S.HGöksu2305/0908/1010/1112/11733043213840.25(1)0.80(3)0.80(12)3003008040(F)
KelebekTurkeyDSI - State Hydraulic WorksIKelebek23- /12- /14- /16- /176019374950.10(3)0.80(3)0.80(12)300    

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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.

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: Oueld Berhil

Reservoir capacity: 23 m3x106

Construction Dates

Start of Project: 04/92

Start of RCC: 04/92

End of RCC: 07/93

End of Project: 04/94

Specifications

Height: 41 metres

Length: 170 metres

Volume of RCC: 97 m3x103

Total volume: 109 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
100
110
Pozzolan (kg/m3)Pozzolan Type
20Natural pozzolan (ASTM Class N)
20 
Imi el Kheng completed
Imi el Kheng completed

Full Dam Information

Details

Country: Brazil

Owner: CERAM (Companhia Energética Rio das Antas)

Type: Gravity

Purpose(s): Hydropower

River: Das Antas

Reservoir capacity: 23 m3x106

Construction Dates

Start of Project: 04/02

Start of RCC: 04/02

End of RCC: -/04

End of Project: 12/04

Specifications

Height: 25 metres

Length: 180 metres

Volume of RCC: 35 m3x103

Total volume: 66 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Monte Claro completed
Monte Claro completed

Full Dam Information

Details

Country: Turkey

Owner: Enerjisa En. Ut. A.S.

Type: Gravity

Purpose(s): Hydropower

River: Göksu

Reservoir capacity: 23 m3x106

Construction Dates

Start of Project: 05/09

Start of RCC: 05/09

End of RCC: 10/11

End of Project: 12/11

Specifications

Height: 73 metres

Length: 304 metres

Volume of RCC: 321 m3x103

Total volume: 384 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.25Traditional concrete against formwork
Downstream
SlopeType
0.80RCC against formwork
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
40Low-lime flyash (ASTM Class F)
  
Menge completed
Menge completed

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Kelebek

Reservoir capacity: 23 m3x106

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/16

End of Project: -/17

Specifications

Height: 60 metres

Length: 193 metres

Volume of RCC: 74 m3x103

Total volume: 95 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10RCC against formwork
Downstream
SlopeType
0.80RCC against formwork
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300 

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
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