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contributor authorOmid Bozorg-Haddad
contributor authorSotudeh Hoseini-Ghafari
contributor authorMohammad Solgi
contributor authorHugo A. Loáiciga
date accessioned2017-05-08T22:32:19Z
date available2017-05-08T22:32:19Z
date copyrightAugust 2016
date issued2016
identifier other48862566.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82234
description abstractIntermittent operation of water networks is prevalent in many developing countries. It is a practical method to continue operation of water distribution networks (WDNs) during unexpected water shortages. Implementation of intermittent water supply compels consumers to withstand periods of interrupted water supply. Intermittent operation increases operating and maintenance costs attributable to the damage of pipes and valves caused by water pressure fluctuations. This paper considers consumers’ welfare and system depreciation simultaneously in a multiobjective optimization model for intermittent water supply in WDNs. The objectives of the optimization model are the improvement of water supply resiliency and the maximization of the mechanical reliability of WDNs. The optimization model is solved by means of the honey-bee mating optimization (HBMO) algorithm linked to WDN hydraulic simulator software. The model’s performance is tested with several shortage scenarios in two different WDNs. The calculated results show the optimization model’s capacity to determine optimal values of water supply resiliency, and demonstrate that consumers’ welfare may conflict with the objective of mechanical reliability, giving rise to an optimization possibility tradeoff frontier.
publisherAmerican Society of Civil Engineers
titleIntermittent Urban Water Supply with Protection of Consumers’ Welfare
typeJournal Paper
journal volume7
journal issue3
journal titleJournal of Pipeline Systems Engineering and Practice
identifier doi10.1061/(ASCE)PS.1949-1204.0000231
treeJournal of Pipeline Systems Engineering and Practice:;2016:;Volume ( 007 ):;issue: 003
contenttypeFulltext


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