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Pressure-driven modelling of water distribution systems

Tanyimboh, T. and Tahar, B. and Templeman, A. (2003) Pressure-driven modelling of water distribution systems. Water Science and Technology: Water Supply, 3 (1-2). pp. 255-261. ISSN 1606-9749

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Abstract

This paper presents a novel method to model water distribution systems (WDS) with insufficient pressure. Methods for the prediction of the performance of a WDS with pressure deficiencies are reviewed. The influence of imposed relationships between nodal heads and outflows is assessed and numerical results are given. A Newton-Raphson technique plus line search is employed for solving the governing equations. It is demonstrated that the approach offers superior results for the hydraulic performance of networks under abnormal operating conditions compared to demand-driven analysis-based models.

Item type: Article
ID code: 5389
Notes: ©IWA Publishing 2003. The definitive peer-reviewed and edited version of this article is published in Water Science and Technology: Water Supply 3 1-2 p 255-261 2003 http://www.iwaponline.com/ws/00301/0255/003010255.pdf and is available at www.iwapublishing.com. Paper presented at the 3rd World Water Congress of the International Water Association, held in Melbourne, Australia, 7-12 April 2002
Keywords: pressure deficient water distribution systems, head outflow relationships, Newton-Raphson method, line search technique, demand driven analysis – Head-dependent modelling – head-flow relationship , head dependent modelling, abnormal operating conditions, Environmental technology. Sanitary engineering, Water Science and Technology, Engineering(all)
Subjects: Technology > Environmental technology. Sanitary engineering
Department: Faculty of Engineering > Civil and Environmental Engineering
Depositing user: Strathprints Administrator
Date Deposited: 13 Feb 2008
Last modified: 21 May 2015 09:29
URI: http://strathprints.strath.ac.uk/id/eprint/5389

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