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dc.contributor.authorWeiwei Bi
dc.contributor.authorGraeme C. Dandy
dc.contributor.authorHolger R. Maier
dc.date.accessioned2017-12-16T09:23:20Z
dc.date.available2017-12-16T09:23:20Z
dc.date.issued2016
dc.identifier.other%28ASCE%29WR.1943-5452.0000649.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4242267
dc.description.abstractEvolutionary algorithms (EAs) have been used extensively for the optimization of water distribution systems (WDSs) over the last two decades. However, computational efficiency can be a problem, especially when EAs are applied to complex problems that have multiple competing objectives. In order to address this issue, there has been a move toward developing EAs that identify near-optimal solutions within acceptable computational budgets, rather than necessarily identifying globally optimal solutions. This paper contributes to this work by developing and testing a method for identifying high-quality initial populations for multiobjective EAs (MOEAs) for WDS design problems aimed at minimizing cost and maximizing network resilience. This is achieved by considering the relationship between pipe size and distance to the source(s) of water, as well as the relationship between flow velocities and network resilience. The benefit of using the proposed approach compared with randomly generating initial populations in relation to finding near-optimal solutions more efficiently is tested on five WDS optimization case studies of varying complexity with two different MOEAs. The results indicate that there are considerable benefits in using the proposed initialization method in terms of being able to identify near-optimal solutions more quickly. These benefits are independent of MOEA type and are more pronounced for larger problems and smaller computational budgets.
dc.publisherAmerican Society of Civil Engineers
dc.titleUse of Domain Knowledge to Increase the Convergence Rate of Evolutionary Algorithms for Optimizing the Cost and Resilience of Water Distribution Systems
dc.typeJournal Paper
dc.journal.volume142
dc.journal.issue9
dc.journal.titleJournal of Water Resources Planning and Management
dc.identifier.doi10.1061/(ASCE)WR.1943-5452.0000649
dc.treeJournal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 009
dc.contenttypeFulltext


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