Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/109205
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.contributorResearch Institute for Land and Spaceen_US
dc.creatorTansar, Hen_US
dc.creatorDuan, HFen_US
dc.creatorMark, Oen_US
dc.date.accessioned2024-09-24T04:20:49Z-
dc.date.available2024-09-24T04:20:49Z-
dc.identifier.issn1464-7141en_US
dc.identifier.urihttp://hdl.handle.net/10397/109205-
dc.language.isoenen_US
dc.publisherIWA Publishingen_US
dc.rights© 2023 The Authorsen_US
dc.rightsThis is an Open Access article distributed under the terms of the Creative Commons Attribution Licence (CC BY-NC-ND 4.0), which permits copying and redistribution for non-commercial purposes with no derivatives, provided the original work is properly cited (http://creativecommons.org/licenses/by-nc-nd/4.0/).en_US
dc.rightsThe following publication Husnain Tansar, Huan-Feng Duan, Ole Mark; Unit-scale- and catchment-scale-based sensitivity analysis of bioretention cell for urban stormwater system management. Journal of Hydroinformatics 1 July 2023; 25 (4): 1471–1487 is available at https://doi.org/10.2166/hydro.2023.049.en_US
dc.subjectBioretention cellen_US
dc.subjectHydrological performanceen_US
dc.subjectSensitivity analysisen_US
dc.subjectUnit and catchment scalesen_US
dc.subjectUrban stormwater systemen_US
dc.titleUnit-scale- and catchment-scale-based sensitivity analysis of bioretention cell for urban stormwater system managementen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage1471en_US
dc.identifier.epage1484en_US
dc.identifier.volume25en_US
dc.identifier.issue4en_US
dc.identifier.doi10.2166/hydro.2023.049en_US
dcterms.abstractAn improved understanding of bioretention cell (BC) design configuration at both the unit scale and catchment scale is necessary for critical insight into dynamical behaviors of design parameters, which resultantly guides and improves the effectiveness and efficiency of a BC. A comprehensive sensitivity analysis (SA) of BC design parameters was conducted in this study by using the Stormwater Management Model (SWMM) which is globally used for BC's modeling. The preliminary screening of various design parameters is conducted by the one-factor-at-a-time (OAT) SA method and the key influential parameters (i.e., conductivity, berm height, vegetation volume, suction head, porosity, wilting point, and soil thickness) are selected for further SA. To this end, 1,000 random uniformly distributed samples of each sensitive design parameter are simulated by a Python wrapper of SWMM (PySWMM) under different design storms at the unit scale and catchment scale, respectively. Unit-scale SA results found unique characteristics of each design parameter under different storm scenarios, and their behaviors toward different model responses dynamically change within their factor spaces. Catchment-scale SA results conclude vegetation and soil layers design parameters have significant impacts on controlling stormwater at the catchment scale, and optimal selection of design parameters of vegetation (type, density, and height) and soil (type, layer thickness, and void ratio) is necessary for significantly improving the effectiveness of the BC at the catchment scale.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of hydroinformatics, 1 July 2023, v. 25, no. 4, p. 1471-1484en_US
dcterms.isPartOfJournal of hydroinformaticsen_US
dcterms.issued2023-07-01-
dc.identifier.scopus2-s2.0-85167981605-
dc.identifier.eissn1465-1734en_US
dc.description.validate202409 bcchen_US
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_TA-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextHong Kong Polytechnic University, PolyUen_US
dc.description.pubStatusPublisheden_US
dc.description.TAIWAP (2024)en_US
dc.description.oaCategoryTAen_US
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