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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)
TannurJordanJordan Valley Authority, Ministry of Water and IrrigationIWadi al Hasa1702/9912/9912/0009/0160270250250V
1.00
(3')0.80(3')*0.80(3')*3001200125
120
75
50
(N)

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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: Jordan

Owner: Jordan Valley Authority, Ministry of Water and Irrigation

Type: Gravity

Purpose(s): Irrigation

River: Wadi al Hasa

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: 02/99

Start of RCC: 02/99

End of RCC: 12/00

End of Project: 09/01

Specifications

Height: 60 metres

Length: 270 metres

Volume of RCC: 250 m3x103

Total volume: 250 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
1.00 
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)
3001200

Cementitious material

Cement (kg/m3)
125
120
Pozzolan (kg/m3)Pozzolan Type
75Natural pozzolan (ASTM Class N)
50 
Tannur completed
Tannur completed

 

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