Abstract

Recent plans for new subdivision development in North Edmonton will significantly increase the burden on the currently stressed Kennedale storm drainage system. In July 1991, the City retained Stanley Associates Engineering Ltd. to re-evaluate the hydraulic and structural performance of the Kennedale storm trunk. The study was to develop a calibrated stormwater model, to identify the critical storm events, to identify the flood prone areas within the Kennedale storm basin and to define servicing alternatives for both the present and future development areas. The assessment resulted in the recommendation of utilizing real time control to maximize the use of the existing trunk system.

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