Improved Control of Pressure Reducing Valves in Water Distribution Networks
Publication: Journal of Hydraulic Engineering
Volume 134, Issue 1
Abstract
The behavior of transients in water pipe networks is well understood but the influence of modulating control valves on this behavior is less well known. Experimental work on networks supplied through pressure reducing valves (PRVs) has demonstrated that, in certain conditions, undesirable phenomena such as sustained or slowly decaying oscillation and large pressure overshoot can occur. This paper presents results from modeling studies to investigate interaction between PRVs and water network transients. Transient pipe network models incorporating random demand are combined with a behavioral PRV model to demonstrate how the response of the system to changes in demand can produce large or persistent pressure variations, similar to those seen in practical experiments. A proportional-integral-derivative (PID) control mechanism, to replace the existing PRV hydraulic controller, is proposed and this alternative controller is shown to significantly improve the network response. PID controllers are commonly used in industrial settings and the methods described are easy to implement in practice.
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Acknowledgments
This work was kindly supported by the EPSRC under Grant Reference No. GR/S25715/01.
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© 2008 ASCE.
History
Received: Nov 22, 2005
Accepted: Mar 27, 2007
Published online: Jan 1, 2008
Published in print: Jan 2008
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