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)
Country: Turkey
River: Zamanti
DMS Co-ordinates: 37˚43'49.4"N, 35˚27'35.82"E
DD Co-ordinates: 37.730389, 35.459949
Facings
Upstream
| Slope | Type |
|---|---|
| 0.30 | Traditional concrete against formwork |
| 1.00 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.60 | Traditional concrete against formwork |
| 1.00 | Traditional concrete against formwork [stepped face] |
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) |