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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

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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