Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/115463
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.contributorResearch Institute for Land and Spaceen_US
dc.contributorOtto Poon Research Institute for Climate-Resilient Infrastructureen_US
dc.creatorTansar, Hen_US
dc.creatorLi, Fen_US
dc.creatorDuan, HFen_US
dc.date.accessioned2025-09-29T04:00:28Z-
dc.date.available2025-09-29T04:00:28Z-
dc.identifier.issn0951-8320en_US
dc.identifier.urihttp://hdl.handle.net/10397/115463-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.subjectClimate changeen_US
dc.subjectGaussian processen_US
dc.subjectGreen infrastructureen_US
dc.subjectResilienceen_US
dc.subjectUrban drainage systemsen_US
dc.titleAn efficient Gaussian process-based optimization for resilience improvement of urban drainage systems considering changing climateen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume264en_US
dc.identifier.doi10.1016/j.ress.2025.111428en_US
dcterms.abstractUrban drainage systems (UDS) face significant challenges in managing rising stormwater loads because of changing climate conditions. Sustainable stormwater management solutions like green infrastructure together with existing UDS can be implemented optimally, but catchment-scale design is computationally difficult. To solve this problem, this study proposes and evaluates an efficient Gaussian process-based surrogate framework for optimizing green infrastructure and UDS under existing and future extreme rainfall conditions in order to minimize retrofit life cycle cost of infrastructures, building damage cost, outlet peak flow and maximize UDS's resilience. Furthermore, the computational performances of the surrogate-based optimization framework and traditional optimization algorithm (i.e., NSGA-II) were also compared. Rainfall will increase in future periods compared to baseline period, and the frequency will shift from low to high-intensity events. The surrogate-based optimal designs of sustainable stormwater infrastructures demonstrated a maximum increase of 760 % and 18.59 % in damage cost and outlet peak flow, and a decrease in UDS's resilience of -13.15 % for 50-year return periods in the far future period. Furthermore, the Gaussian process-based surrogate framework was 72.3 % faster than NSGA-II in computational performance evaluation, with maximum hypervolume improvement (i.e., convergence rate) for solving optimization problems in the first 100 iterations and limited improvement after that.en_US
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationReliability engineering and system safety, Dec. 2025, v. 264, pt. B, 111428en_US
dcterms.isPartOfReliability engineering and system safetyen_US
dcterms.issued2025-12-
dc.identifier.scopus2-s2.0-105010079834-
dc.identifier.artn111428en_US
dc.description.validate202509 bcwcen_US
dc.description.oaNot applicableen_US
dc.identifier.SubFormIDG000133/2025-08-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThis work was partially supported by the Hong Kong Research Grants Council (RGC) (project no. C5002-22Y), the Hong Kong Polytechnic University (projects no. 4-ZZNF and 1-CDLC) and the NSFC/RGC under the Joint Research Scheme (project no. N_PolyU559/22). The authors are thankful to Computational Hydraulics International (CHI) for providing the license of PCSWMM to conduct this research. We also appreciate comments and suggestions given by anonymous reviewers for the improvement of this manuscript.en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2027-12-31en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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Embargo End Date 2027-12-31
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