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dc.contributor.editorGreiner, Davides
dc.contributor.editorMontenegro Armas, Rafaeles
dc.contributor.editorAsensio Sevilla, María Isabeles
dc.creatorEscalante Sánchez, Ciprianoes
dc.creatorFernández Nieto, Enrique Domingoes
dc.creatorMorales de Luna, Tomáses
dc.creatorNarbona Reina, Gladyses
dc.date.accessioned2023-09-28T06:29:42Z
dc.date.available2023-09-28T06:29:42Z
dc.date.issued2021
dc.identifier.citationEscalante Sánchez, C., Fernández Nieto, E.D.,...,Narbona Reina, G. (2021). Modelling of bedload sediment transport for weak and strong regimes. En D. Greiner, R. Montenegro Armas, M.I. Asensio Sevilla (Ed.), Numerical simulation in Physics and Engineering: trends and applications. Lecture Notes of the XVIII ‘Jacques-Louis Lions’ Spanish-French School (pp. 179-189). Cham (Switzerland): Springer.
dc.identifier.isbn9783030625429es
dc.identifier.isbn9783030625436es
dc.identifier.urihttps://hdl.handle.net/11441/149188
dc.description.abstractA two-layer shallow water type model is proposed to describe bedload sediment transport for strong and weak interactions between the fluid and the sediment. The key point falls into the definition of the friction law between the two layers, which is a generalization of those introduced in Fernández-Nieto et al. (https://doi.org/10.1051/m2an/2016018). Moreover, we prove formally that the two-layer model converges to a Saint-Venant-Exner system (SVE) including gravitational effects when the ratio between the hydrodynamic and morphodynamic time scales is small. The SVE with gravitational effects is a degenerated nonlinear parabolic system, whose numerical approximation can be very expensive from a computational point of view, see for example T. Morales de Luna et al. (https://doi.org/10.1007/s10915-010-9447-1). In this work, gravitational effects are introduced into the two-layer system without any parabolic term, so the proposed model may be a advantageous solution to solve bedload sediment transport problems.es
dc.formatapplication/pdfes
dc.format.extent11 p.es
dc.language.isoenges
dc.publisherSpringeres
dc.relation.ispartofNumerical simulation in Physics and Engineering: trends and applications. Lecture Notes of the XVIII ‘Jacques-Louis Lions’ Spanish-French Schooles
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectBedloades
dc.subjectSaint Venant Exneres
dc.subjectSediment friction lawes
dc.subjectTwo-layer modeles
dc.titleModelling of bedload sediment transport for weak and strong regimeses
dc.typeinfo:eu-repo/semantics/bookPartes
dcterms.identifierhttps://ror.org/03yxnpp24
dc.type.versioninfo:eu-repo/semantics/publishedVersiones
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses
dc.contributor.affiliationUniversidad de Sevilla. Departamento de Matemática Aplicada I (ETSII)es
dc.relation.projectIDMTM 2015-70490-C2-1-Res
dc.relation.projectIDMTM 2015-70490-C2-2-Res
dc.relation.publisherversionhttps://link.springer.com/chapter/10.1007/978-3-030-62543-6_6es
dc.identifier.doi10.1007/978-3-030-62543-6_6es
dc.contributor.groupUniversidad de Sevilla. FQM120: Modelado Matemático y Simulación de Sistemas Medioambientaleses
dc.publication.initialPage179es
dc.publication.endPage189es
dc.relation.publicationplaceCham (Switzerland)es
dc.contributor.funderGobierno de Españaes
dc.contributor.funderEuropean Commission (EC). Fondo Europeo de Desarrollo Regional (FEDER)es

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