Şirnak
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Particulars
Owner: unknown
Designer: ESPM Eser Proje ve Müh. A.S.
Contractor: AGE Construction and Trading Co.
Statistics
Type: Gravity
Purpose(s): Hydropower
Reservoir capacity: 18 m3x106
Height: 67 metres
Length: 198 metres
Volume of RCC: 157 m3x103
Total volume: 231 m3x103
Construction Dates
Start of Project: —/08 (— 2008)
Start of RCC: 11/09 (November 2009)
End of RCC: 08/10 (August 2010)
End of Project: 09/10 (September 2010)
Country: Turkey
River: Ortasui
DMS Co-ordinates: 37˚26'28.52"N, 42˚44'1.14"E
DD Co-ordinates: 37.441387, 42.733612
Facings
Upstream
Slope | Type |
---|---|
0.10 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 600 |
Cementitious material
Cement (kg/m3) |
---|
125 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |