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dc.contributor.authorAddison-Atkinson, William
dc.contributor.authorChen, Albert S.
dc.contributor.authorMemon, Fayyaz Ali
dc.contributor.authorAnta, Jose
dc.contributor.authorNaves, Juan
dc.contributor.authorCea, Luis
dc.date.accessioned2023-12-27T13:06:51Z
dc.date.available2023-12-27T13:06:51Z
dc.date.issued2024
dc.identifier.citationAddison-Atkinson, W.; Chen, A.S.; Memon, F.A., Anta, Jose, Naves, J.; Cea, L. (2024) Investigation of uniform and graded sediment wash-off in an urban drainage system: Numerical model validation from a rainfall simulator in an experimental facility. Journal of Hydrology, v.629, 130561. https://doi.org/10.1016/j.jhydrol.2023.130561es_ES
dc.identifier.urihttp://hdl.handle.net/2183/34670
dc.description.abstract[Abstract:] Understanding sediment wash-off in urban environments plays an essential role in sediment transport management; and is critical for accurate pluvial flood control to assist in adaptation and mitigation strategies. Sediment transport models have been researched previously, though challenges still arise due to the complicated nature of graded sediment transport. This study tested the accuracy of the van Rijn model using a sparse distribution of particle sizes using the geometric mean. As such, this study used high-resolution datasets collected in a water laboratory to investigate sediment wash-off and transport on an urban street. This included the interaction of two gully pots receiving sediment loads that were washed off from a hypothetical urban surface by three rainfall intensities. The results showed that the model was able to simulate uniform sediments entering the gully pots accurately when the sediment size was assigned to a median diameter. Using the grain diameter to represent the geometric mean can improve the model performance for simulating a graded sediment.es_ES
dc.description.sponsorshipEPSRC Centre for Doctoral Training in Water Informatics Science and Engineering, WISE CDT; EP/L016214/1es_ES
dc.description.sponsorshipThe work presented in this paper was carried out as part of PhD research and was supported by the EPSRC Centre for Doctoral Training in Water Informatics Science and Engineering (WISE CDT; EP/L016214/1). The experimental part and data collection received funding from the Spanish Ministry of Science, Innovation and Universities under POREDRAIN project RTI2018-094217-B-C33 (MINECO/FEDER-EU). The authors would also like to thank the Danish Hydraulic Institute for supplying the academic license for the MIKE 21 model.es_ES
dc.language.isoenges_ES
dc.publisherElsevieres_ES
dc.relationinfo:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/RTI2018-094217-B-C33es_ES
dc.relation.urihttps://doi.org/10.1016/j.jhydrol.2023.130561es_ES
dc.rightsAtribución 3.0 Españaes_ES
dc.rights.urihttp://creativecommons.org/licenses/by/3.0/es/*
dc.subjectSediment transportes_ES
dc.subjectSediment wash-offes_ES
dc.subjectRainfall intensitieses_ES
dc.subjectVan Rijn modeles_ES
dc.titleInvestigation of uniform and graded sediment wash-off in an urban drainage system: numerical model validation from a rainfall simulator in an experimental facilityes_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.rights.accessinfo:eu-repo/semantics/openAccesses_ES
UDC.journalTitleJournal of Hydrologyes_ES
UDC.volume629es_ES
UDC.startPage130561es_ES
dc.identifier.doi10.1016/j.jhydrol.2023.130561


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