Wala Dam Raise
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Particulars
Owner: unknown
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: 300 metres
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
Slope | Type |
---|---|
0.30 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.70 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.70 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
98 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
52 | Natural pozzolan (ASTM Class N) |