Slurry walls addressed multiple design and dam safety aspects on this challenging project.
The Red Rock Hydroelectric Project, located at the existing U.S Army Corps of Engineers Red Rock Dam, in central Iowa near the city of Pella, involved the construction of a new intake, water conduits, powerhouse, transmission facilities, utilities and appurtenances. The dam is a composite earthfill and concrete gravity structure, used for flood control and recreation.
Bencor partnered with Case Foundation Company (Case-Bencor JV) to construct the following project features under subcontract to Ames Construction:
- Installing a reinforced concrete diaphragm wall along the approach channel, intake structure and upstream penstocks.
- Installing a seepage cutoff wall parallel to the dam crest alignment.
- Installing a secant piles cofferdam to facilitate construction of the permanent intake structure upstream of existing dam.
- Installing anchored secant piles wall around powerhouse excavation, downstream of the existing dam.
- Installing drilled shaft foundations for the new Intake Structure and Penstocks.
The diaphragm walls were constructed by Bencor, using bentonite slurry as trench support, a primary-secondary element scheme and a BC-40 Hydromill as the major excavation tool.The heavily reinforced upstream diaphragm wall consisted of 26 large T-shaped panels (approximately 68,328 SF), 135 feet deep including a 35 foot rock socket and a 5 foot thickness. Its primary purpose was to retain the upstream dam embankment and form the left side of the intake approach channel. Reinforcement cages weighed up to 100 tons each.
The diaphragm cutoff wall along the dam crest addressed potential seepage and dam safety concerns. It consisted of 10 panels (8,850 square feet), with depths of 86 feet. Challenges included a very tight jobsite and working through the winter months to meet the schedule.
Western Minnesota MunicipalPower Agency
Ames Construction, Inc.
Keller Business Unit(s)
MWH Americas, Inc.