Reducing pressure in a water distribution system leads to a decrease in water leakage, decreased cracks in pipes, and consumption decreases. Pressure management includes an advanced type called remote real-time control. Here pressure control valves are controlled in real time in such a way as to provide set optimal pressures mostly at remote consumer locations. A hydraulic valve is expected to minimize problems with transients, although the study also applies to other valves. The control is done by using a controller that typically depends on tunable parameters, which are laborious to determine. A parameter-less controller is simpler because there are no parameters to tune. Such an existing P-controller, based on the flow in a pressure control valve being known, is enhanced from assuming constant flow to be valid for variable flow. This novel parameter-less controller performs significantly better than the former P-controller. Several recently proposed controllers, which were studied numerically, are compared: two parameter-less controllers, and two parameter-dependent controllers. The new parameter-less controller performs either better or worse than the most optimally tuned parameter-dependent controllers.
Reference:
Page, P.R., Abu-Mahfouz, A.M.I. and Yoyo, S. 2017. Parameter-less remote real-time control for the adjustment of pressure in water distribution systems. Journal of Water Resources Planning and Management, 143(9), pp 1-12
Page, P. R., Abu-Mahfouz, A. M., & Yoyo, S. (2017). Parameter-less remote real-time control for the adjustment of pressure in water distribution systems. http://hdl.handle.net/10204/9640
Page, Philip R, Adnan MI Abu-Mahfouz, and Sonwabiso Yoyo "Parameter-less remote real-time control for the adjustment of pressure in water distribution systems." (2017) http://hdl.handle.net/10204/9640
Page PR, Abu-Mahfouz AM, Yoyo S. Parameter-less remote real-time control for the adjustment of pressure in water distribution systems. 2017; http://hdl.handle.net/10204/9640.
Copyright: 2017 ASCE - American Soc Civil Engineers. Due to copyright restrictions, the attached PDF file only contains the abstract of the full text item. For access to the full text item, please consult the publisher's website. The definitive version of the work is published in Journal of Water Resources Planning and Management, 143(9), pp 1-12