Tannur
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Particulars
Owner: unknown
Designer: Howard Humphreys
Contractor: Bec Frères S.A./Campenon Bernard SGE JV
Statistics
Type: Gravity
Purpose(s): Irrigation
Reservoir capacity: 17 m3x106
Height: 60 metres
Length: 270 metres
Volume of RCC: 250 m3x103
Total volume: 250 m3x103
Construction Dates
Start of Project: 02/99 (February 1999)
Start of RCC: 12/99 (December 1999)
End of RCC: 12/00 (December 2000)
End of Project: 09/01 (September 2001)
Country: Jordan
River: Wadi al Hasa
DMS Co-ordinates: 30˚58'21.21"N, 35˚42'48.68"E
DD Co-ordinates: 30.972557, 35.713524
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
1.00 |
Downstream
Slope | Type |
---|---|
0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 1200 |
Cementitious material
Cement (kg/m3) |
---|
125 |
120 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
75 | Natural pozzolan (ASTM Class N) |
50 |