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Wala Dam Raise

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Particulars

Owner: Jordan Valley Authority, Ministry of Water and Irrigation

Designer: Energoproject (Original), J.V. of NESPAK of Pakistan and CCG (Consolidated Consultant Group) of Jordan

Contractor: J.V. of AGE Insaat ve Ticaret A.S. of Turkey and General Equipment Company of Jordan

Statistics

Type: Gravity

Purpose(s): Groundwater Recharge

Reservoir capacity: 26 m3x106

Height: 67 metres

Length: unknown

Volume of RCC: 80 m3x103

Total volume: 82 m3x103

Construction Dates

Start of Project: 09/17 (September 2017)

Start of RCC: 06/19 (June 2019)

End of RCC: 10/19 (October 2019)

End of Project: 07/20 (July 2020)

Country: Jordan

River: Wala

DMS Co-ordinates: 31˚34'5.39"N, 35˚48'16.62"E

DD Co-ordinates: 31.568165, 35.804619

Facings

Upstream

SlopeType
0.30Traditional 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)
300300

Cementitious material

Cement (kg/m3)
98
Pozzolan (kg/m3)Pozzolan Type
52Natural pozzolan (ASTM Class N)