Abstract
An optimal control strategy for combined sewer network control is formulated and tested with respect to several practical aspects like sensitivity to changing performance indices and different sample time intervals, impact of simplifications and inaccurate inflow predictions, and role of the optimization time horizon. Furthermore performance of the method is investigated for a broad class of inflow events and is compared to heuristic strategies. Results demonstrating the ability of the proposed strategy to handle the complex combined sewer network control problem are presented and discussed.
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