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Guanyinge (Kwan-in-Temple)

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Guanyinge (Kwan-in-Temple) completed
Guanyinge (Kwan-in-Temple) completed

Particulars

Owner: Guanyinge Reservoir Management Bureau

Designer: Institute of Liaoning Provincial Survey and Design of Water Conservancy and Electric Power, Liaoning Province

Contractor: JIVC (including Liaoning Construction Bureau)

Statistics

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

Reservoir capacity: 2168 m3x106

Height: 82 metres

Length: 1040 metres

Volume of RCC: 1240 m3x103

Total volume: 1815 m3x103

Construction Dates

Start of Project: 05/90 (May 1990)

Start of RCC: 09/91 (September 1991)

End of RCC: 09/95 (September 1995)

End of Project: 10/95 (October 1995)

Country: China

River: Taizi

DMS Co-ordinates: 41˚18'50.93"N, 124˚08'55.64"E

DD Co-ordinates: 41.314148, 124.148788

Facings

Upstream

SlopeType
VerticalTraditional concrete against formwork
0.10Traditional concrete against formwork

Downstream

SlopeType
0.70Traditional concrete against formwork

Spillway

SlopeType
0.70Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
270  -750
280 

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)