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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)
Ahl Souss (formely Ait M’Zal)MoroccoDirection des Aménagements HydrauliquesI WIzig511/0101/0305/0301/044922250270.20(1)0.80(1)*0.85(12)30030080
100
0
0
(-)
CajuBrazilEnergisa Geracão Rio Grande S/AHRio Grande10- /09- /09- /1003/11382226682           
BoqaataLebanonMinistry of Energy and WaterWBoqaata607/1204/1512/1612/2172222200255V
0.80
(12)0.80(3')*0.80(3')*300300900(-)
Hatta PSS-Upper damUAEDEWAH  12/1911/2108/22- /2472222170180 (7) (7)none 30030065120(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.

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Izig

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 11/01

Start of RCC: 11/01

End of RCC: 05/03

End of Project: 01/04

Specifications

Height: 49 metres

Length: 222 metres

Volume of RCC: 50 m3x103

Total volume: 27 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.85Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
100
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used
0 
Ahl Souss (formely Ait M’Zal) completed
Ahl Souss (formely Ait M’Zal) completed

Full Dam Information

Details

Country: Brazil

Owner: Energisa Geracão Rio Grande S/A

Type: Gravity

Purpose(s): Hydropower

River: Rio Grande

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/10

End of Project: 03/11

Specifications

Height: 38 metres

Length: 222 metres

Volume of RCC: 66 m3x103

Total volume: 82 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
  
  
Caju under construction
Caju under construction

Full Dam Information

Details

Country: Lebanon

Owner: Ministry of Energy and Water

Type: Gravity

Purpose(s): Water Supply

River: Boqaata

Reservoir capacity: 6 m3x106

Construction Dates

Start of Project: 07/12

Start of RCC: 07/12

End of RCC: 12/16

End of Project: 12/21

Specifications

Height: 72 metres

Length: 222 metres

Volume of RCC: 200 m3x103

Total volume: 255 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast after RCC placement
0.80 
Downstream
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used
  
Boqaata completed
Boqaata completed

Full Dam Information

Details

Country: UAE

Owner: DEWA

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: -

Construction Dates

Start of Project: 12/19

Start of RCC: 12/19

End of RCC: 08/22

End of Project: -/24

Specifications

Height: 72 metres

Length: 222 metres

Volume of RCC: 170 m3x103

Total volume: 180 m3x103

Construction Methods

Facings

Upstream
SlopeType
 RCC against precast concrete panels
Downstream
SlopeType
 RCC against precast concrete panels
Spillway
SlopeType
none 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
65
Pozzolan (kg/m3)Pozzolan Type
120Low-lime flyash (ASTM Class F)
  
Hatta PSS-Upper dam completed
Hatta PSS-Upper dam completed

 

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