Cannelton
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Cannelton completed
Particulars
Owner: American Municipal Partners (AMP)
Designer: MWH-Stantec
Contractor: Walsh Construction
Statistics
Type: Hardfill
Purpose(s): Hydropower
Reservoir capacity: unknown
Height: 35 metres
Length: 158 metres
Volume of RCC: 113 m3x103
Total volume: unknown
Construction Dates
Start of Project: 05/09 (May 2009)
Start of RCC: 06/12 (June 2012)
End of RCC: 08/13 (August 2013)
End of Project: 09/16 (September 2016)
Country: USA
River: Ohio
DMS Co-ordinates: 37˚53'40.43"N, 86˚42'2.99"W
DD Co-ordinates: 37.894566, -86.700829
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 230 | 230 |
Cementitious material
| Cement (kg/m3) |
|---|
| 118 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 64 | Low-lime flyash (ASTM Class F) |
