Tannur
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Tannur completed 

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 | 

 
  
 