Aslandag
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Particulars
Owner: unknown
Designer: Su Yapi Engineering and Consulting Inc.
Contractor: unknown
Statistics
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
Reservoir capacity: 11 m3x106
Height: 69 metres
Length: 210 metres
Volume of RCC: 162 m3x103
Total volume: 202 m3x103
Construction Dates
Start of Project: 09/08 (September 2008)
Start of RCC: 11/11 (November 2011)
End of RCC: 02/14 (February 2014)
End of Project: 11/14 (November 2014)
Country: Turkey
River: Bembo
DMS Co-ordinates: 37˚19'12.58"N, 44˚26'49.68"E
DD Co-ordinates: 37.32016, 44.447132
Facings
Upstream
Slope | Type |
---|---|
0.10 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 1200 |
Cementitious material
Cement (kg/m3) |
---|
100 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
80 | Natural pozzolan (ASTM Class N) |