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contributor authorManuel A. Andrade
contributor authorDoosun Kang
contributor authorChristopher Y. Choi
contributor authorKevin Lansey
date accessioned2017-05-08T22:03:31Z
date available2017-05-08T22:03:31Z
date copyrightJuly 2013
date issued2013
identifier other%28asce%29wr%2E1943-5452%2E0000316.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70129
description abstractThis work presents a postoptimization methodology for refining the solutions found by adaptive search algorithms used in the design of large water distribution networks. The approach uses two heuristics to search for an optimal combination of pipes that, after a reduction of their diameters, will maximize cost savings while continuing to meet design constraints. Adaptive search methods are often used to design urban water distribution networks when the number of pipes in the network is insignificant. For complex, real-world networks, however, such methods are computationally demanding, and they have difficulty finding near-global optima. To identify a solution as close to the global optimum (and in which no pipe can be reduced without violating pressure constraint), requires a high-speed computer potentially running for a long time and also probably some good fortune. The postoptimization approach presented in this paper is shown to be an efficient complement to heuristic search algorithms used in the design of real-world networks. In a network created with the aid of a genetic algorithm, the proposed heuristics found that 4.37% of the pipes with a diameter greater than the minimum could be further reduced without causing hydraulic failure.
publisherAmerican Society of Civil Engineers
titleHeuristic Postoptimization Approaches for Design of Water Distribution Systems
typeJournal Paper
journal volume139
journal issue4
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)WR.1943-5452.0000265
treeJournal of Water Resources Planning and Management:;2013:;Volume ( 139 ):;issue: 004
contenttypeFulltext


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