Shapai
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Shapai completed

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 |
