Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/102502
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorLi, Fen_US
dc.creatorYan, XFen_US
dc.creatorDuan, HFen_US
dc.date.accessioned2023-10-26T07:18:58Z-
dc.date.available2023-10-26T07:18:58Z-
dc.identifier.issn0920-4741en_US
dc.identifier.urihttp://hdl.handle.net/10397/102502-
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.rights© Springer Nature B.V. 2019en_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/s11269-019-02300-0.en_US
dc.subjectDetention tank (DT)en_US
dc.subjectFlooding risken_US
dc.subjectLow impact development (LID)en_US
dc.subjectMulti-objective optimization (MOO)en_US
dc.subjectUrban stormwater drainage system (USDS)en_US
dc.subjectWater qualityen_US
dc.titleSustainable design of urban stormwater drainage systems by implementing detention tank and LID measures for flooding risk control and water quality managementen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage3271en_US
dc.identifier.epage3288en_US
dc.identifier.volume33en_US
dc.identifier.issue9en_US
dc.identifier.doi10.1007/s11269-019-02300-0en_US
dcterms.abstractWith the increasing emphasis and application of the flooding control and mitigation measures of detention tank (DT) and low impact development (LID) in urban stormwater drainage systems (USDSs), the complex drainage flow process and corresponding water quality issues have also aroused great of interests and attentions from researchers and practitioners. This paper contributes to study the urban flooding control and water quality management with the implementation of DTs and LIDs in the USDS. A many-objective optimization (MOO) based design framework and analysis method is developed for achieving four objectives of USDS design. A realistic USDS is adopted for the case study, in which the DTs and LIDs are implemented by this extended MOO-based design method to achieve the optimal result of flooding risk control and water quality improvement. The obtained results are further analyzed for the characteristics of flooding risk control and water quality component evolution in the USDS. The results and analysis demonstrate the effectiveness and applicability of the designed DTs and LIDs to mitigate the flooding risk and improve water quality in USDS.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationWater resources management, July 2019, v. 33, no. 9, p. 3271-3288en_US
dcterms.isPartOfWater resources managementen_US
dcterms.issued2019-07-
dc.identifier.scopus2-s2.0-85069057133-
dc.identifier.eissn1573-1650en_US
dc.description.validate202310 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-1316-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextState Key Laboratory of Hydraulics and Mountain River Engineering at Sichuan University in Chinaen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS20094217-
dc.description.oaCategoryGreen (AAM)en_US
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