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dc.contributor.authorWang, Q
dc.contributor.authorWang, L
dc.contributor.authorHuang, W
dc.contributor.authorWang, Z
dc.contributor.authorLiu, S
dc.contributor.authorSavić, DA
dc.date.accessioned2019-06-19T11:15:50Z
dc.date.issued2019-05-09
dc.description.abstractThe optimal design of Water Distribution Systems (WDSs) using multi-objective evolutionary algorithms (MOEAs) has received substantial attention in the past two decades. Many MOEAs have been proposed and applied successfully to this challenging problem. However, these tools are primarily considered black-boxes by end users, especially when the algorithm parameterization issues are taken into consideration. This paper presents a simple yet effective method for capturing the interrelationships among the five key parameters of the Non-dominated Sorting Genetic Algorithm II (NSGA-II), which is one of the state-of-the-art MOEAs in this field. Two representative boundary values for each parameter are selected from a reasonable range, and all the possible combinations are tested on three benchmark design problems. Those benchmarks are based on two widely used small networks and a larger, real-world irrigation network. Results suggest that there is a hierarchy of impacts imposed by the five parameters of NSGA-II. The population size turns out to be the most important one, which implies that NSGA-II is sensitive to the initial population, especially for complex problems. A relatively large population size increases the diversity of a population; hence some key genes may be identified at the beginning (or early stage) of search. Furthermore, it transpires that the distribution indices of crossover and mutation have a more significant impact than their probabilities, where the former are generally overlooked by previous studies. Some useful guidelines are also provided, which can improve the efficacy of NSGA-II and increase the chance of identifying near-optimal solutions.en_GB
dc.description.sponsorshipNational Natural Science Foundation of Chinaen_GB
dc.identifier.citationVol. 11 (15), 971en_GB
dc.identifier.doi10.3390/w11050971
dc.identifier.grantnumber51879139en_GB
dc.identifier.urihttp://hdl.handle.net/10871/37587
dc.language.isoenen_GB
dc.publisherMDPIen_GB
dc.rights© 2019 by the authors. This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited (CC BY 4.0).en_GB
dc.subjectWater distribution systemen_GB
dc.subjectOptimal designen_GB
dc.subjectNSGA-IIen_GB
dc.subjectParameterizationen_GB
dc.titleParameterization of NSGA-II for the optimal design of water distribution systemsen_GB
dc.typeArticleen_GB
dc.date.available2019-06-19T11:15:50Z
dc.descriptionThis is the final version. Available from MDPI via the DOI in this record.en_GB
dc.identifier.journalWateren_GB
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/en_GB
dcterms.dateAccepted2019-05-06
rioxxterms.versionVoRen_GB
rioxxterms.licenseref.startdate2019-05-06
rioxxterms.typeJournal Article/Reviewen_GB
refterms.dateFCD2019-06-19T11:10:30Z
refterms.versionFCDVoR
refterms.dateFOA2019-06-19T11:15:52Z
refterms.panelBen_GB


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© 2019 by the authors. This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited (CC BY 4.0).
Except where otherwise noted, this item's licence is described as © 2019 by the authors. This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited (CC BY 4.0).