Shibanshui
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Shibanshui completed
Particulars
Owner: unknown
Designer: Chengdu Hydroelectric Investigation and Design Institute, MOE & MWR
Contractor: 3rd Construction Bureau, MOE and MWR
Statistics
Type: Gravity
Purpose(s): Flood Control / Hydropower / Recreation
Reservoir capacity: 105 m3x106
Height: 84 metres
Length: 445 metres
Volume of RCC: 335 m3x103
Total volume: 564 m3x103
Construction Dates
Start of Project: 12/92 (December 1992)
Start of RCC: 04/94 (April 1994)
End of RCC: —/95 (— 1995)
End of Project: —/96 (— 1996)
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.65 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.65 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 126 |
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 84 | Low-lime flyash (ASTM Class F) |
| 90 |
