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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)
Mangla Emergency Spillway Control WeirPakistanWater and Power Development Authority (WAPDA)H IJhelum650008/0412/0711/0801/09173705479V
0.30
(3')
(3')*
V
0.70
(3')
(3')*
0.70(3')*30030060120(S)
Sidi Abdellah
[H-F]
MoroccoDirection des Aménagements HydrauliquesF I WOuaar1004/10- /13- /16- /17693705806100.50(1)0.70(1)*0.70(1)*  80
100
0
0
(-) -

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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: Pakistan

Owner: Water and Power Development Authority (WAPDA)

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Jhelum

Reservoir capacity: 6500 m3x106

Construction Dates

Start of Project: 08/04

Start of RCC: 08/04

End of RCC: 11/08

End of Project: 01/09

Specifications

Height: 17 metres

Length: 370 metres

Volume of RCC: 54 m3x103

Total volume: 79 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.30RCC against formwork (GEVR/GE-RCC)  [stepped face]
Downstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.70RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.70RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
120Ground-granulated blast-furnace slag
  
Mangla Emergency Spillway Control Weir completed
Mangla Emergency Spillway Control Weir completed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

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

River: Ouaar

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: 04/10

Start of RCC: 04/10

End of RCC: -/16

End of Project: -/17

Specifications

Height: 69 metres

Length: 370 metres

Volume of RCC: 580 m3x103

Total volume: 610 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.50Traditional concrete against formwork
Downstream
SlopeType
0.70Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.70Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
80
100
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
0 
Sidi Abdellah on Google Earth
Sidi Abdellah on Google Earth

 

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