Show simple item record

dc.contributor.authorAddison-Atkinson, W
dc.contributor.authorChen, AS
dc.contributor.authorRubinato, M
dc.contributor.authorMemon, FA
dc.contributor.authorShucksmith, JD
dc.date.accessioned2023-04-25T13:44:36Z
dc.date.issued2023-04-13
dc.date.updated2023-04-25T12:55:52Z
dc.description.abstractFloods in urban areas which feature interactions between piped and surface networks are hydraulically complex. Further, obtaining in situ calibration data, although necessary for robust simulations, can be very challenging. The aim of this research is to evaluate the performance of a commonly used deterministic 1D-2D flood model, calibrated using low resolution data, against a higher resolution dataset containing flows, depths and velocity fields; which are replicated from an experimental scale model water facility. Calibration of the numerical model was conducted using a lower resolution dataset, which consisted of a simple rectangular profile. The model was then evaluated against a dataset that was higher in spatial resolution and more complex in geometry (a street profile containing parking spaces). The findings show that when the model increased in scenario complexity model performance was reduced, though most of the simulation error was < 10% (NRMSE). Similarly, there was more error in the validated model that was higher in spatial resolution than lower. This was due to calibration not being stringent enough when conducted in a lower spatial resolution. However, overall the work shows the potential for the use of low-resolution datasets for model calibration.en_GB
dc.description.sponsorshipEngineering and Physical Sciences Research Council (EPSRC)en_GB
dc.format.extent129511-
dc.identifier.citationVol. 620 (B), article 129511en_GB
dc.identifier.doihttps://doi.org/10.1016/j.jhydrol.2023.129511
dc.identifier.grantnumberEP/L016214/1en_GB
dc.identifier.grantnumberEP/K040405/1en_GB
dc.identifier.urihttp://hdl.handle.net/10871/133017
dc.identifierORCID: 0000-0003-3708-3332 (Chen, AS)
dc.identifierScopusID: 57193002441 (Chen, AS)
dc.identifierResearcherID: E-2735-2010 (Chen, AS)
dc.language.isoenen_GB
dc.publisherElsevieren_GB
dc.relation.urlhttps://zenodo.org/communities/floodinteract/en_GB
dc.rights© 2023 The Author(s). Published by Elsevier B.V. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/)en_GB
dc.subjectDual drainageen_GB
dc.subjectFlow exchangeen_GB
dc.subjectModel validationen_GB
dc.subjectSurface flowen_GB
dc.titleQuantifying flood model accuracy under varying surface complexitiesen_GB
dc.typeArticleen_GB
dc.date.available2023-04-25T13:44:36Z
dc.identifier.issn0022-1694
exeter.article-number129511
dc.descriptionThis is the final version. Available on open access from Elsevier via the DOI in this recorden_GB
dc.descriptionData availability: Data will be made available on request.en_GB
dc.descriptionOpen Access experimental datasets used in this paper are available at https://zenodo.org/communities/floodinteract/en_GB
dc.identifier.journalJournal of Hydrologyen_GB
dc.relation.ispartofJournal of Hydrology
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/en_GB
dcterms.dateAccepted2023-04-06
rioxxterms.versionVoRen_GB
rioxxterms.licenseref.startdate2023-04-13
rioxxterms.typeJournal Article/Reviewen_GB
refterms.dateFCD2023-04-25T13:41:02Z
refterms.versionFCDVoR
refterms.dateFOA2023-04-25T13:44:40Z
refterms.panelBen_GB


Files in this item

This item appears in the following Collection(s)

Show simple item record

© 2023 The Author(s). Published by Elsevier B.V. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/)
Except where otherwise noted, this item's licence is described as © 2023 The Author(s). Published by Elsevier B.V. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/)