Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/1192
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorCheng, C-
dc.creatorOu, C-
dc.creatorChau, KW-
dc.date.accessioned2014-12-11T08:22:39Z-
dc.date.available2014-12-11T08:22:39Z-
dc.identifier.issn0022-1694-
dc.identifier.urihttp://hdl.handle.net/10397/1192-
dc.language.isoenen_US
dc.rightsJournal of Hydrology © 2002 Elsevier Science B.V. The journal web site is located at http://www.sciencedirect.com.en_US
dc.subjectRainfall–runoff modelen_US
dc.subjectCalibrationen_US
dc.subjectGenetic algorithmsen_US
dc.subjectFuzzy optimal modelen_US
dc.subjectMultiple objectivesen_US
dc.titleCombining a fuzzy optimal model with a genetic algorithm to solve multi-objective rainfall–runoff model calibrationen_US
dc.typeJournal/Magazine Articleen_US
dc.description.otherinformationTitle on pre-published version: Combining a fuzzy optimal model with a genetic algorithm to solve multiobjective rainfall-runoff model calibrationen_US
dc.description.otherinformationAuthor name used in this publication: C. T. Chengen_US
dc.description.otherinformationAuthor name used in this publication: C. P. Ouen_US
dc.description.otherinformationAuthor name used in this publication: K. W. Chauen_US
dc.identifier.spage72-
dc.identifier.epage86-
dc.identifier.volume268-
dc.identifier.issue1-4-
dc.identifier.doi10.1016/S0022-1694(02)00122-1-
dcterms.abstractAn automatic calibration methodology for the Xinanjiang model that has been successfully and widely applied in China is presented. The automatic calibration of the model consists of two parts: water balance parameter and runoff routing parameter calibration. The former is based on a simple genetic algorithm (GA). The latter is based on a new method which combines a fuzzy optimal model (FOM) with a GA for solving the multiple objective runoff routing parameters calibration problem. Except for the specific fitness where the membership degree of alternative obtained by FOM with limited alternatives and multi-objectives is employed, the GA with multiple objectives in this paper is otherwise the same as the simple GA. The parameter calibration includes optimization of multiple objectives: (1) peak discharge, (2) peak time and (3) total runoff volume. Thirty-four historical floods from 12 years in the Shuangpai Reservoir are applied to calibrate the model parameters whilst 11 floods in recent 2 years are utilized to verify these parameters. Results of this study and application show that the hybrid methodology of GAs and the FOM is not only capable of exploiting more the important characteristics of floods but also efficient and robust.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of hydrology, Nov. 2002, v. 268, no. 1-4, p. 72-86-
dcterms.isPartOfJournal of hydrology-
dcterms.issued2002-11-
dc.identifier.isiWOS:000179209900005-
dc.identifier.scopus2-s2.0-0036845179-
dc.identifier.rosgroupidr14832-
dc.description.ros2002-2003 > Academic research: refereed > Publication in refereed journal-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberOA_IR/PIRAen_US
dc.description.pubStatusPublisheden_US
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