Guanyinge (Kwan-in-Temple)
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Guanyinge (Kwan-in-Temple) completed
Particulars
Owner: unknown
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: 1876 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
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.10 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 270 - | 750 |
| 280 |
Cementitious material
| Cement (kg/m3) |
|---|
| 91 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 39 | Low-lime flyash (ASTM Class F) |
