Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/102639
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorDuan, HFen_US
dc.creatorLi, Fen_US
dc.creatorTao, Ten_US
dc.date.accessioned2023-10-26T07:20:04Z-
dc.date.available2023-10-26T07:20:04Z-
dc.identifier.issn0920-4741en_US
dc.identifier.urihttp://hdl.handle.net/10397/102639-
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.rights© Springer Science+Business Media Dordrecht 2016en_US
dc.rightsThis version of the article has been accepted for publication, after peer review (when applicable) and is subject to Springer Nature’s AM terms of use(https://www.springernature.com/gp/open-research/policies/accepted-manuscript-terms), but is not the Version of Record and does not reflect post-acceptance improvements, or any corrections. The Version of Record is available online at: https://doi.org/10.1007/s11269-016-1282-1.en_US
dc.subjectDetention tanken_US
dc.subjectMonte-Carlo simulation (MCS)en_US
dc.subjectMulti-objective optimization (MOO)en_US
dc.subjectUncertainty analysisen_US
dc.subjectUrban stormwater drainage system (USDS)en_US
dc.titleMulti-objective optimal design of detention tanks in the urban stormwater drainage system : uncertainty and sensitivity analysisen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage2213en_US
dc.identifier.epage2226en_US
dc.identifier.volume30en_US
dc.identifier.issue7en_US
dc.identifier.doi10.1007/s11269-016-1282-1en_US
dcterms.abstractDesign of detention tanks becomes important to the flooding control and drainage service management of an urban stormwater drainage system (USDS). While the hydrological and hydraulic models and methods have been widely developed in the literature for the optimal design and management of USDS, there is not yet a general methodological framework that is applicable for all practical systems. This is mainly because of various complexities in practical USDS, such as different design objectives (i.e., multi-objective design) and local design criteria and policies, as well as variety of inevitable uncertainties in the system. Previous work by the authors has focused on the first two aspects, in which a viable design framework has been developed and applied for multi-objective optimal design of detention tanks in the USDS under conditions of different local design criteria; and this paper deals with the third factor, aiming to explore and extend further the optimal design methodological framework to USDS with uncertainties. A real-life USDS in China is applied for this investigation. Uncertainty analysis is firstly conducted to characterize the importance of different uncertainty factors considered in the studied system. The uncertainty analysis result is thereafter incorporated into the previously developed multi-objective optimal design framework, in which the Monte-Carlo simulation method is adopted for the stochastic process investigation. The case application and analysis indicate different influences of uncertainty factors in the system to the multi-objective design results of detention tanks (total cost and flooding risk) in the studied USDS. The results and findings of this study are also discussed in the paper for their practical implications to the design and management of USDS.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationWater resources management, May 2016, v. 30, no. 7, p. 2213-2226en_US
dcterms.isPartOfWater resources managementen_US
dcterms.issued2016-05-
dc.identifier.scopus2-s2.0-84960090643-
dc.identifier.eissn1573-1650en_US
dc.description.validate202310 bcch-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-2515-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextHong Kong Polytechnic Universityen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS6624068-
dc.description.oaCategoryGreen (AAM)en_US
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