Minimizing combined sewer overflows in real-time control applications

Minimizing combined sewer overflows in real-time control applications

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Article ID: iaor2000336
Country: Canada
Volume: 31
Issue: 4
Start Page Number: 775
End Page Number: 786
Publication Date: Jan 1996
Journal: Water Quality Research Journal of Canada
Authors: , , ,
Keywords: programming: nonlinear
Abstract:

An approach to design and operate real-time control system for combined sewer overflows is proposed. The methodology is based on nonlinear programming with the peculiarity that all the constraints are linear. The problem definition guarantees a non-null optimization space while preserving the physical and dynamical constraints of the state variables. The nonlinear cost function allows standard control objectives to be met and simulation of the behavior associated with storage facilities and actuators. The linear flow dynamic constraints are defined to simulate flow attenuation as well as to reject unknown disturbances.

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