Pembelik
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Particulars
Owner: Darenhes A.S.
Designer: Su Yapi Engineering and Consulting Inc.
Contractor: Akpinds Construction
Statistics
Type: Hardfill
Purpose(s): Hydropower
Reservoir capacity: 358 m3x106
Height: 88 metres
Length: 500 metres
Volume of RCC: 760 m3x103
Total volume: 838 m3x103
Construction Dates
Start of Project: 11/10 (November 2010)
Start of RCC: 03/13 (March 2013)
End of RCC: 10/14 (October 2014)
End of Project: —/15 (— 2015)
Country: Turkey
River: PeriSuyu
DMS Co-ordinates: 39˚5'6.33"N, 39˚53'39.13"E
DD Co-ordinates: 39.085091, 39.894203
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 1200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 120 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |