Shannipo
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Particulars
Owner: unknown
Designer: Guiyang Hydropower Investigation, Design and Research Institute, CHECC
Contractor: unknown
Statistics
Type: Thin Arch
Purpose(s): Hydropower
Reservoir capacity: 85 m3x106
Height: 119 metres
Length: 205 metres
Volume of RCC: 199 m3x103
Total volume: 267 m3x103
Construction Dates
Start of Project: —/09 (— 2009)
Start of RCC: —/11 (— 2011)
End of RCC: —/13 (— 2013)
End of Project: —/15 (— 2015)
Facings
Upstream
Slope | Type |
---|---|
curve | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
curve | RCC against formwork |
Spillway
Slope | Type |
---|---|
ogee | RCC against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|