La Cañada
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Particulars
Owner: unknown
Designer: CES - Consulting Engineers Salzgitter GmbH
Contractor: Consorcio TST (Tauro - S&L - Tai)
Statistics
Type: Gravity
Purpose(s): Irrigation
Reservoir capacity: 10 m3x106
Height: 52 metres
Length: 154 metres
Volume of RCC: 72 m3x103
Total volume: 77 m3x103
Construction Dates
Start of Project: 08/00 (August 2000)
Start of RCC: 08/01 (August 2001)
End of RCC: 02/02 (February 2002)
End of Project: 06/02 (June 2002)
Country: Bolivia
River: Comarapa
DMS Co-ordinates: 17˚56'33.67"S, 64˚34'23.96"W
DD Co-ordinates: -17.942686, -64.573318
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.22 | RCC against formwork (GEVR/GE-RCC) |
0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
305 | 305 |
Cementitious material
Cement (kg/m3) |
---|
140 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
100 | Natural pozzolan (ASTM Class N) |