A 2D numerical model using finite volume method for sediment transport in rivers

UDC.coleccionInvestigaciónes_ES
UDC.departamentoMatemáticases_ES
UDC.grupoInvGrupo de Métodos Numéricos en Enxeñaría (GMNI)es_ES
dc.contributor.authorPeña González, Enrique
dc.contributor.authorFe, Jaime
dc.contributor.authorPuertas, Jerónimo
dc.contributor.authorSánchez-Tembleque, Félix
dc.date.accessioned2005-12-05T11:33:29Z
dc.date.available2005-12-05T11:33:29Z
dc.date.issued2002
dc.descriptionRiver Flow 2002 Congress, Louvain-la-Neuve, Belgiumes_ES
dc.description.abstract[Abstract] The study of rivers as ecosystems has many fields of research, like the resolution and comprehension of flow and sediment transport phenomena. In this communication a 2D numerical model using the Finite Volume Method is presented, throughout a Fortran code including both hydrodynamic and morphological processes. Water depth and the two components of velocity are obtained in the hydrodynamic block. Then, the code enters the morphological block and evolution of bed surface due to erosion and deposition is estimated. A specific tolerance in morphological changes is introduced and, if exceeded, the numerical model turns to the hydrodynamic block to evaluate again the new conditions, and so on. The model is tested and validated with data from PIV and 3D Scanning Technologies in laboratory works at the Civil Engineering School and the CITEEC of the University of A Coruña, Spain.es_ES
dc.format.mimetypeapplication/pdf
dc.format.mimetypetext/plain
dc.identifier.urihttp://hdl.handle.net/2183/394
dc.language.isoenges_ES
dc.rights.accessRightsopen accesses_ES
dc.titleA 2D numerical model using finite volume method for sediment transport in riverses_ES
dc.typeconference outputes_ES
dspace.entity.typePublication
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relation.isAuthorOfPublication77acd780-2dc6-4b86-a32f-60c2c75b86c4
relation.isAuthorOfPublication4423ff29-88c5-4578-b71e-adef757ebedd
relation.isAuthorOfPublication.latestForDiscovery79331b3c-e21c-4801-a075-efba09dcd265

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