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contributor authorEssoyeke Batchabani
contributor authorMusandji Fuamba
date accessioned2017-05-08T22:03:30Z
date available2017-05-08T22:03:30Z
date copyrightFebruary 2014
date issued2014
identifier other%28asce%29wr%2E1943-5452%2E0000305.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70120
description abstractWater distribution networks (WDN) are traditionally designed without integrating tanks in the optimization process, despite the numerous benefits tanks bring to network operation. Since 2004, a number of efforts have been made to integrate tanks, and especially consideration of tank sizing, in optimization models for WDN, but important limitations in these models have impeded their adoption. This paper reviews different approaches to including tank consideration in WDN optimization, and examines the gap between proposed models and current engineering practice. It then analyzes the strengths and weaknesses of these models and suggests a procedure for selecting the most suitable approach to real-world WDN optimization projects. Further research is proposed to improve the validity and applicability of models to decision makers and policymakers.
publisherAmerican Society of Civil Engineers
titleOptimal Tank Design in Water Distribution Networks: Review of Literature and Perspectives
typeJournal Paper
journal volume140
journal issue2
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)WR.1943-5452.0000256
treeJournal of Water Resources Planning and Management:;2014:;Volume ( 140 ):;issue: 002
contenttypeFulltext


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