Göktas 1
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Statistics
Type: Hardfill
Purpose(s): Hydropower
Reservoir capacity: 109 m3x106
Height: 133 metres
Length: 200 metres
Volume of RCC: 749 m3x103
Total volume: 900 m3x103
Construction Dates
Start of Project: 04/11 (April 2011)
Start of RCC: 03/13 (March 2013)
End of RCC: 03/15 (March 2015)
End of Project: —/16 (— 2016)
Facings
Upstream
Slope | Type |
---|---|
0.30 | RCC against formwork |
1.00 | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.60 | RCC against formwork |
1.00 | RCC against formwork |
Spillway
Slope | Type |
---|---|
0.75 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
50 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
50 | Low-lime flyash (ASTM Class F) |