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Pembelik

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Pembelik completed
Pembelik completed

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: 12/14 (December 2014)

Country: Turkey

River: PeriSuyu

DMS Co-ordinates: unknown

DD Co-ordinates: unknown

Facings

Upstream

SlopeType
0.20RCC against formwork (GEVR/GE-RCC)

Downstream

SlopeType
0.80RCC against formwork (GEVR/GE-RCC)

Spillway

SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
3001200

Cementitious material

Cement (kg/m3)
120
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -