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Nipawin Hydroelectric Project, Saskatchewan, Canada
Previous studies had identified environmental problems related to a proposed run-of-river hydroelectric generating station on the Saskatchewan River close to the town of Nipawin. In a joint venture, Hatch Energy carried out extensive subsurface investigations in order to find a solution to the complex foundation conditions in the region.
Briefly, the foundations for the new structure consisted of surficial water bearing deposits, low-strength glacial tills and bedrock, overlying a sandstone aquifer with high artesian pressures. To reduce pore pressures on the bedrock, which consisted largely of clay shale, a drainage tunnel 1.4 km in length, with lateral and vertical drains, was constructed beneath the dam and powerhouse. Deep wells were also drilled
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into the aquifer to relieve pressure, and the structural design allowed for horizontal and vertical movement between components.
The completed dam impounds a 34 m head, and supplies a 252-MW powerhouse. This innovative solution to a complex challenge was recognized by an Award of Merit from the Association of Consulting Engineers of Canada.

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