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contributor authorS. Beygi
contributor authorO. Bozorg Haddad
contributor authorE. Fallah-Mehdipour
contributor authorM. A. Mariño
date accessioned2017-05-08T22:03:42Z
date available2017-05-08T22:03:42Z
date copyrightJanuary 2014
date issued2014
identifier other%28asce%29wr%2E1943-5452%2E0000372.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70185
description abstractOptimal design of water distribution networks (WDN) involves an evaluation of both consumers’ pressure benefits and investors’ economic objectives. The aforementioned objectives often conflict, so finding the optimal solution for one of those objectives reduces the other objective’s utility. In such situations, there are many nondominated solutions, each solution denoting an alternative that cannot be preferred over another in terms of both objectives. Thus, an appropriate alternative to fulfill both objectives and satisfy decision makers’ criteria and meet the design purposes within a desirable range necessitates the use of bargaining models that are called conflict-resolution models. This paper considers two urban WDN optimization design problems having different objectives, including initial costs and hydraulic performance improvement of the network by satisfying given hydraulic constraints. First, a set of alternatives are drawn out by a fast messy genetic algorithm (FMGA), then the appropriate alternative design is achieved by using Nash’s and Young’s bargaining models. Thus, the methodology presented in this paper can be employed by designers of WDNs to simultaneously consider the utilities of both consumers and investors that are the main beneficiaries of such infrastructures. Results show that in almost all the alternatives obtained by the proposed methodology, at least 80% of the most probable utility of both beneficiaries is obtained at the same time, which indirectly indicates the low vulnerability of the design alternative by the considered methodology in meeting the goals of each beneficiary. Moreover, results also indicate that when using the same utility functions, decision points obtained from the two models coincide.
publisherAmerican Society of Civil Engineers
titleBargaining Models for Optimal Design of Water Distribution Networks
typeJournal Paper
journal volume140
journal issue1
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)WR.1943-5452.0000324
treeJournal of Water Resources Planning and Management:;2014:;Volume ( 140 ):;issue: 001
contenttypeFulltext


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