Shapai
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Particulars
Owner: unknown
Designer: Chengdu Hydroelectric Investigation and Design Institute, MOE & MWR
Contractor: 8th Construction Bureau, MOE & MWR
Statistics
Type: Thin Arch
Purpose(s): Hydropower
Reservoir capacity: 18 m3x106
Height: 132 metres
Length: 230 metres
Volume of RCC: 380 m3x103
Total volume: 392 m3x103
Construction Dates
Start of Project: 06/97 (June 1997)
Start of RCC: 03/00 (March 2000)
End of RCC: 05/02 (May 2002)
End of Project: 04/03 (April 2003)
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
0.10 |
Downstream
Slope | Type |
---|---|
0.21 | RCC against formwork |
Spillway
Slope | Type |
---|---|
crest | Traditional concrete against formwork |
0.21 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
108 |
89 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
72 | Low-lime flyash (ASTM Class F) |
89 |