Modelling Weirs in Two-Dimensional Shallow Water Models

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UDC.coleccionInvestigaciónes_ES
UDC.departamentoEnxeñaría Civiles_ES
UDC.grupoInvEnxeñaría da Auga e do Medio Ambiente (GEAMA)es_ES
UDC.institutoCentroCITEEC - Centro de Innovación Tecnolóxica en Edificación e Enxeñaría Civiles_ES
UDC.issue16es_ES
UDC.journalTitleWateres_ES
UDC.startPage2152es_ES
UDC.volume13es_ES
dc.contributor.authorGarcía-Alén, Gonzalo
dc.contributor.authorGarcía Fonte, Olalla
dc.contributor.authorCea, Luis
dc.contributor.authorPena, Luis
dc.contributor.authorPuertas, Jerónimo
dc.date.accessioned2021-09-17T18:04:33Z
dc.date.available2021-09-17T18:04:33Z
dc.date.issued2021
dc.descriptionDatos experimentais dispoñibles en: http://doi.org/10.5281/zenodo.5062775es_ES
dc.description.abstract[Abstract] 2D models based on the shallow water equations are widely used in river hydraulics. However, these models can present deficiencies in those cases in which their intrinsic hypotheses are not fulfilled. One of these cases is in the presence of weirs. In this work we present an experimental dataset including 194 experiments in nine different weirs. The experimental data are compared to the numerical results obtained with a 2D shallow water model in order to quantify the discrepancies that exist due to the non-fulfillment of the hydrostatic pressure hypotheses. The experimental dataset presented can be used for the validation of other modelling approaches.es_ES
dc.description.sponsorshipThis study received financial support from the Spanish Ministry of Science, Innovation and Universities (Ministerio de Ciencia Innovacion y Universidades) within the project “VAMONOS: Development of non-hydrostatic models forenvironmental hydraulics. Two-dimensional flow in rivers” (reference CTM2017-85171-C2-2-R).es_ES
dc.description.urihttp://doi.org/10.5281/zenodo.5062775
dc.identifier.citationGarcía-Alén, G.; García-Fonte, O.; Cea, L.; Pena, L.; Puertas, J. Modelling Weirs in Two-Dimensional Shallow Water Models. Water. 2021, 13 (16), 2152. https://doi.org/10.3390/w13162152es_ES
dc.identifier.doi10.3390/w13162152
dc.identifier.urihttp://hdl.handle.net/2183/28482
dc.language.isoenges_ES
dc.publisherMDPIes_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/CTM2017-85171-C2-2-R/ES/DESARROLLO DE MODELOS NO-HIDROSTATICOS EN ESTUDIOS HIDROAMBIENTALES. FLUJO 2D EN RIOS
dc.relation.urihttps://doi.org/10.3390/w13162152es_ES
dc.rightsAtribución 4.0 Internacional (CC BY 4.0)es_ES
dc.rights.accessRightsopen accesses_ES
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/*
dc.subjectHydraulices_ES
dc.subjectRiveres_ES
dc.subjectFlowes_ES
dc.subjectFlumees_ES
dc.subjectChanneles_ES
dc.subjectIberes_ES
dc.titleModelling Weirs in Two-Dimensional Shallow Water Modelses_ES
dc.typejournal articlees_ES
dspace.entity.typePublication
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relation.isAuthorOfPublicationd914d106-6715-40cf-b743-1e240f37dc94
relation.isAuthorOfPublication9c35a812-8f09-4663-b329-b6eb2bb71c75
relation.isAuthorOfPublication77acd780-2dc6-4b86-a32f-60c2c75b86c4
relation.isAuthorOfPublication.latestForDiscoverya9e9c42e-7b4e-4b59-93d6-57b45e8f4270

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