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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)
Val de SerraBrazilCORSAN (Companhia Riograndense de Saneamento)WIbicui-Mirim2407/9711/9707/9811/98376756995V(13) (12)* (12)*3003009030(F)
CriúvaBrazilCriúva Energética S/AHdas Antas7- /08- /08- /09- /09252468095        7218(N)
Sehb el MergaMoroccoDirection des Aménagements HydrauliquesF I WSehb el Merga706/07- /08- /09- /10374808595V(5)0.80(1)*0.80(1)*3003006525(N)
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: Brazil

Owner: CORSAN (Companhia Riograndense de Saneamento)

Type: Gravity

Purpose(s): Water Supply

River: Ibicui-Mirim

Reservoir capacity: 24 m3x106

Construction Dates

Start of Project: 07/97

Start of RCC: 07/97

End of RCC: 07/98

End of Project: 11/98

Specifications

Height: 37 metres

Length: 675 metres

Volume of RCC: 69 m3x103

Total volume: 95 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced concrete cast against precast units or slip-formed facing elements
Downstream
SlopeType
 Reinforced conventional concrete cast after RCC placement  [stepped face]
Spillway
SlopeType
 Reinforced conventional concrete cast after RCC placement  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
30Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Brazil

Owner: Criúva Energética S/A

Type: Gravity

Purpose(s): Hydropower

River: das Antas

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/09

End of Project: -/09

Specifications

Height: 25 metres

Length: 246 metres

Volume of RCC: 80 m3x103

Total volume: 95 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
72
Pozzolan (kg/m3)Pozzolan Type
18Natural pozzolan (ASTM Class N)
  
Criúva on Google Earth
Criúva on Google Earth

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Sehb el Merga

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: 06/07

Start of RCC: 06/07

End of RCC: -/09

End of Project: -/10

Specifications

Height: 37 metres

Length: 480 metres

Volume of RCC: 85 m3x103

Total volume: 95 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional 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)
65
Pozzolan (kg/m3)Pozzolan Type
25Natural pozzolan (ASTM Class N)
  
Sehb el Merga completed
Sehb el Merga 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
  
  
Photo coming soon

 

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