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contributor authorKegong Diao
contributor authorGuangtao Fu
contributor authorRaziyeh Farmani
contributor authorMichele Guidolin
contributor authorDavid Butler
date accessioned2017-12-30T13:02:16Z
date available2017-12-30T13:02:16Z
date issued2016
identifier other%28ASCE%29WR.1943-5452.0000597.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244838
description abstractThis paper proposes a methodology to decompose water distribution systems (WDSs) into a twin-hierarchy pipeline structure consisting of backbone mains and community feeders. The method has three steps: (1) clustering analysis; (2) vulnerability analysis; and (3) identification of backbone mains and community feeders. After decomposition, analysis of a whole complex WDS could be simplified to that of smaller subsystems formed by either backbone mains or community feeders. The method enables the analysis of all communities independently without physical division of the WDS. It is applied to an optimal-design problem of the C-Town network defined in the literature. The problem is to find the best tradeoff between reducing background leakage and minimizing capital and operational costs. The final solution has a total annual cost of 1.19 million Euro with 54% operational costs and 46% capital costs, respectively. The decomposition process is also consistent with engineering practice on leakage control since one practical strategy is to divide the WDSs into metered zones. Other possible applications of the twin-hierarchy decomposition are further discussed.
publisherAmerican Society of Civil Engineers
titleTwin-Hierarchy Decomposition for Optimal Design of Water Distribution Systems
typeJournal Paper
journal volume142
journal issue5
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)WR.1943-5452.0000597
pageC4015008
treeJournal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 005
contenttypeFulltext


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