A discontinuous Galerkin finite element model for river bed evolution under shallow flows
- Autores
- Tassi, P. A.; Rhebergen, S.; Vionnet, Carlos Alberto; Bokhove, O.
- Año de publicación
- 2008
- Idioma
- inglés
- Tipo de recurso
- artículo
- Estado
- versión publicada
- Descripción
- The accurate representation of morphodynamic processes and the ability to propagate changes in the riverbed over a wide range of space and time scales make the design and implementation of appropriate numerical schemes challenging. In particular, requirements of accuracy and stability for medium and long term simulations are difficult to meet. In this work, the derivation, design, and implementation of a discontinuous Galerkin finite element method (DGFEM) for sediment transport and bed evolution equations are presented. Numerical morphodynamic models involve a coupling between a hydrodynamic flow solver which acts as a driving force and a bed evolution model which accounts for sediment flux and bathymetry changes. A space DGFEM is presented based on an extended approach for systems of partial differential equations with non-conservative products, in combination with two intertwined Runge–Kutta time stepping schemes for the fast hydrodynamic and slow morphodynamic components. The resulting numerical scheme is verified by comparing simulations against (semi-)analytical solutions. These include the evolution of an initially symmetric, isolated bedform; the formation and propagation of a step in a straight channel due to a sudden overload of sediment discharge; the propagation of a travelling diffusive sediment wave in a straight channel; and, the evolution of an initially flat bed in a channel with a contraction. Finally, a comparison is made between a numerical simulation and field data of a trench excavated in the main channel of the Paraná river near Paraná city, Argentina.
Fil: Tassi, P. A.. Universidad Nacional del Litoral; Argentina. Universiteit Twente (ut);
Fil: Rhebergen, S.. Universiteit Twente (ut);
Fil: Vionnet, Carlos Alberto. Universidad Nacional del Litoral; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Santa Fe; Argentina
Fil: Bokhove, O.. Universiteit Twente (ut); - Materia
-
Discontinuous Galerkin finite element method
Morphodynamic model
Shallow flows
Non-conservative products
Multiphase physics - Nivel de accesibilidad
- acceso abierto
- Condiciones de uso
- https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
- Repositorio
- Institución
- Consejo Nacional de Investigaciones Científicas y Técnicas
- OAI Identificador
- oai:ri.conicet.gov.ar:11336/242125
Ver los metadatos del registro completo
id |
CONICETDig_b1f315b0698ea919e24de4b036671e46 |
---|---|
oai_identifier_str |
oai:ri.conicet.gov.ar:11336/242125 |
network_acronym_str |
CONICETDig |
repository_id_str |
3498 |
network_name_str |
CONICET Digital (CONICET) |
spelling |
A discontinuous Galerkin finite element model for river bed evolution under shallow flowsTassi, P. A.Rhebergen, S.Vionnet, Carlos AlbertoBokhove, O.Discontinuous Galerkin finite element methodMorphodynamic modelShallow flowsNon-conservative productsMultiphase physicshttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2The accurate representation of morphodynamic processes and the ability to propagate changes in the riverbed over a wide range of space and time scales make the design and implementation of appropriate numerical schemes challenging. In particular, requirements of accuracy and stability for medium and long term simulations are difficult to meet. In this work, the derivation, design, and implementation of a discontinuous Galerkin finite element method (DGFEM) for sediment transport and bed evolution equations are presented. Numerical morphodynamic models involve a coupling between a hydrodynamic flow solver which acts as a driving force and a bed evolution model which accounts for sediment flux and bathymetry changes. A space DGFEM is presented based on an extended approach for systems of partial differential equations with non-conservative products, in combination with two intertwined Runge–Kutta time stepping schemes for the fast hydrodynamic and slow morphodynamic components. The resulting numerical scheme is verified by comparing simulations against (semi-)analytical solutions. These include the evolution of an initially symmetric, isolated bedform; the formation and propagation of a step in a straight channel due to a sudden overload of sediment discharge; the propagation of a travelling diffusive sediment wave in a straight channel; and, the evolution of an initially flat bed in a channel with a contraction. Finally, a comparison is made between a numerical simulation and field data of a trench excavated in the main channel of the Paraná river near Paraná city, Argentina.Fil: Tassi, P. A.. Universidad Nacional del Litoral; Argentina. Universiteit Twente (ut);Fil: Rhebergen, S.. Universiteit Twente (ut);Fil: Vionnet, Carlos Alberto. Universidad Nacional del Litoral; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Santa Fe; ArgentinaFil: Bokhove, O.. Universiteit Twente (ut);Elsevier Science SA2008-06info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/242125Tassi, P. A.; Rhebergen, S.; Vionnet, Carlos Alberto; Bokhove, O.; A discontinuous Galerkin finite element model for river bed evolution under shallow flows; Elsevier Science SA; Computer Methods in Applied Mechanics and Engineering; 197; 33-40; 6-2008; 2930-29470045-7825CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/url/https://www.sciencedirect.com/science/article/pii/S0045782508000510info:eu-repo/semantics/altIdentifier/doi/10.1016/j.cma.2008.01.023info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-10-15T15:06:26Zoai:ri.conicet.gov.ar:11336/242125instacron:CONICETInstitucionalhttp://ri.conicet.gov.ar/Organismo científico-tecnológicoNo correspondehttp://ri.conicet.gov.ar/oai/requestdasensio@conicet.gov.ar; lcarlino@conicet.gov.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:34982025-10-15 15:06:26.292CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse |
dc.title.none.fl_str_mv |
A discontinuous Galerkin finite element model for river bed evolution under shallow flows |
title |
A discontinuous Galerkin finite element model for river bed evolution under shallow flows |
spellingShingle |
A discontinuous Galerkin finite element model for river bed evolution under shallow flows Tassi, P. A. Discontinuous Galerkin finite element method Morphodynamic model Shallow flows Non-conservative products Multiphase physics |
title_short |
A discontinuous Galerkin finite element model for river bed evolution under shallow flows |
title_full |
A discontinuous Galerkin finite element model for river bed evolution under shallow flows |
title_fullStr |
A discontinuous Galerkin finite element model for river bed evolution under shallow flows |
title_full_unstemmed |
A discontinuous Galerkin finite element model for river bed evolution under shallow flows |
title_sort |
A discontinuous Galerkin finite element model for river bed evolution under shallow flows |
dc.creator.none.fl_str_mv |
Tassi, P. A. Rhebergen, S. Vionnet, Carlos Alberto Bokhove, O. |
author |
Tassi, P. A. |
author_facet |
Tassi, P. A. Rhebergen, S. Vionnet, Carlos Alberto Bokhove, O. |
author_role |
author |
author2 |
Rhebergen, S. Vionnet, Carlos Alberto Bokhove, O. |
author2_role |
author author author |
dc.subject.none.fl_str_mv |
Discontinuous Galerkin finite element method Morphodynamic model Shallow flows Non-conservative products Multiphase physics |
topic |
Discontinuous Galerkin finite element method Morphodynamic model Shallow flows Non-conservative products Multiphase physics |
purl_subject.fl_str_mv |
https://purl.org/becyt/ford/2.1 https://purl.org/becyt/ford/2 |
dc.description.none.fl_txt_mv |
The accurate representation of morphodynamic processes and the ability to propagate changes in the riverbed over a wide range of space and time scales make the design and implementation of appropriate numerical schemes challenging. In particular, requirements of accuracy and stability for medium and long term simulations are difficult to meet. In this work, the derivation, design, and implementation of a discontinuous Galerkin finite element method (DGFEM) for sediment transport and bed evolution equations are presented. Numerical morphodynamic models involve a coupling between a hydrodynamic flow solver which acts as a driving force and a bed evolution model which accounts for sediment flux and bathymetry changes. A space DGFEM is presented based on an extended approach for systems of partial differential equations with non-conservative products, in combination with two intertwined Runge–Kutta time stepping schemes for the fast hydrodynamic and slow morphodynamic components. The resulting numerical scheme is verified by comparing simulations against (semi-)analytical solutions. These include the evolution of an initially symmetric, isolated bedform; the formation and propagation of a step in a straight channel due to a sudden overload of sediment discharge; the propagation of a travelling diffusive sediment wave in a straight channel; and, the evolution of an initially flat bed in a channel with a contraction. Finally, a comparison is made between a numerical simulation and field data of a trench excavated in the main channel of the Paraná river near Paraná city, Argentina. Fil: Tassi, P. A.. Universidad Nacional del Litoral; Argentina. Universiteit Twente (ut); Fil: Rhebergen, S.. Universiteit Twente (ut); Fil: Vionnet, Carlos Alberto. Universidad Nacional del Litoral; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Santa Fe; Argentina Fil: Bokhove, O.. Universiteit Twente (ut); |
description |
The accurate representation of morphodynamic processes and the ability to propagate changes in the riverbed over a wide range of space and time scales make the design and implementation of appropriate numerical schemes challenging. In particular, requirements of accuracy and stability for medium and long term simulations are difficult to meet. In this work, the derivation, design, and implementation of a discontinuous Galerkin finite element method (DGFEM) for sediment transport and bed evolution equations are presented. Numerical morphodynamic models involve a coupling between a hydrodynamic flow solver which acts as a driving force and a bed evolution model which accounts for sediment flux and bathymetry changes. A space DGFEM is presented based on an extended approach for systems of partial differential equations with non-conservative products, in combination with two intertwined Runge–Kutta time stepping schemes for the fast hydrodynamic and slow morphodynamic components. The resulting numerical scheme is verified by comparing simulations against (semi-)analytical solutions. These include the evolution of an initially symmetric, isolated bedform; the formation and propagation of a step in a straight channel due to a sudden overload of sediment discharge; the propagation of a travelling diffusive sediment wave in a straight channel; and, the evolution of an initially flat bed in a channel with a contraction. Finally, a comparison is made between a numerical simulation and field data of a trench excavated in the main channel of the Paraná river near Paraná city, Argentina. |
publishDate |
2008 |
dc.date.none.fl_str_mv |
2008-06 |
dc.type.none.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion http://purl.org/coar/resource_type/c_6501 info:ar-repo/semantics/articulo |
format |
article |
status_str |
publishedVersion |
dc.identifier.none.fl_str_mv |
http://hdl.handle.net/11336/242125 Tassi, P. A.; Rhebergen, S.; Vionnet, Carlos Alberto; Bokhove, O.; A discontinuous Galerkin finite element model for river bed evolution under shallow flows; Elsevier Science SA; Computer Methods in Applied Mechanics and Engineering; 197; 33-40; 6-2008; 2930-2947 0045-7825 CONICET Digital CONICET |
url |
http://hdl.handle.net/11336/242125 |
identifier_str_mv |
Tassi, P. A.; Rhebergen, S.; Vionnet, Carlos Alberto; Bokhove, O.; A discontinuous Galerkin finite element model for river bed evolution under shallow flows; Elsevier Science SA; Computer Methods in Applied Mechanics and Engineering; 197; 33-40; 6-2008; 2930-2947 0045-7825 CONICET Digital CONICET |
dc.language.none.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
info:eu-repo/semantics/altIdentifier/url/https://www.sciencedirect.com/science/article/pii/S0045782508000510 info:eu-repo/semantics/altIdentifier/doi/10.1016/j.cma.2008.01.023 |
dc.rights.none.fl_str_mv |
info:eu-repo/semantics/openAccess https://creativecommons.org/licenses/by-nc-sa/2.5/ar/ |
eu_rights_str_mv |
openAccess |
rights_invalid_str_mv |
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/ |
dc.format.none.fl_str_mv |
application/pdf application/pdf |
dc.publisher.none.fl_str_mv |
Elsevier Science SA |
publisher.none.fl_str_mv |
Elsevier Science SA |
dc.source.none.fl_str_mv |
reponame:CONICET Digital (CONICET) instname:Consejo Nacional de Investigaciones Científicas y Técnicas |
reponame_str |
CONICET Digital (CONICET) |
collection |
CONICET Digital (CONICET) |
instname_str |
Consejo Nacional de Investigaciones Científicas y Técnicas |
repository.name.fl_str_mv |
CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicas |
repository.mail.fl_str_mv |
dasensio@conicet.gov.ar; lcarlino@conicet.gov.ar |
_version_ |
1846083207538147328 |
score |
13.22299 |