Combining 2D and 3D Virtual Elements for Solving Flow in Fractured Porous Media

Autores
Kyburg, Félix; Mollica, Juan; Benedetto, Matías
Año de publicación
2017
Idioma
inglés
Tipo de recurso
documento de conferencia
Estado
versión publicada
Descripción
Subsurface flow is an important phenomena in the study of reservoirs, water resources, geothermal applications, oil and gas extraction and storage, etc. One approach for solving the problem is to homogenize the media into a continuum. In this way meshing is mostly trivial but introduces simplifications in the original problem. Another approach is to consider the network defined by the fractures of the media, a Discrete Fracture Network (DFN), which is a complex 3D set made up by intersecting planar fractures. The complexity of the network generates unavoidable meshing challenges that may render impossible the meshing process. The Virtual Element Method (VEM) is a recently introduced numerical method that can be seen as a generalization of the standard Finite Element topolygonal meshes. The 2D VEM has already been successfully applied to solving flow in Discrete Fracture Networks while the framework for the three dimensional version has been recently developed. In this work we put forward a new approach for simulating flow in a porous fractured media, by using 3D elements for the porous matrix and 2D elements for the DFN. We introduce a coupling between the two types of elements so as to allow for flux exchange between the matrix and the network. Using Virtual Elements to obtain global conformity of the mesh, we preserve the complexity of the underlying DFN without introducing simplifications while avoiding all the problems that arise during the meshing process.
Publicado en: Mecánica Computacional vol. XXXV no.35
Facultad de Ingeniería
Materia
Ingeniería
Virtual Element Method
Fracture Porous Media
Subsurface Flow
Discrete Fracture Networks
Nivel de accesibilidad
acceso abierto
Condiciones de uso
http://creativecommons.org/licenses/by-nc-sa/4.0/
Repositorio
SEDICI (UNLP)
Institución
Universidad Nacional de La Plata
OAI Identificador
oai:sedici.unlp.edu.ar:10915/105513

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spelling Combining 2D and 3D Virtual Elements for Solving Flow in Fractured Porous MediaKyburg, FélixMollica, JuanBenedetto, MatíasIngenieríaVirtual Element MethodFracture Porous MediaSubsurface FlowDiscrete Fracture NetworksSubsurface flow is an important phenomena in the study of reservoirs, water resources, geothermal applications, oil and gas extraction and storage, etc. One approach for solving the problem is to homogenize the media into a continuum. In this way meshing is mostly trivial but introduces simplifications in the original problem. Another approach is to consider the network defined by the fractures of the media, a Discrete Fracture Network (DFN), which is a complex 3D set made up by intersecting planar fractures. The complexity of the network generates unavoidable meshing challenges that may render impossible the meshing process. The Virtual Element Method (VEM) is a recently introduced numerical method that can be seen as a generalization of the standard Finite Element topolygonal meshes. The 2D VEM has already been successfully applied to solving flow in Discrete Fracture Networks while the framework for the three dimensional version has been recently developed. In this work we put forward a new approach for simulating flow in a porous fractured media, by using 3D elements for the porous matrix and 2D elements for the DFN. We introduce a coupling between the two types of elements so as to allow for flux exchange between the matrix and the network. Using Virtual Elements to obtain global conformity of the mesh, we preserve the complexity of the underlying DFN without introducing simplifications while avoiding all the problems that arise during the meshing process.Publicado en: <i>Mecánica Computacional</i> vol. XXXV no.35Facultad de Ingeniería2017-11info:eu-repo/semantics/conferenceObjectinfo:eu-repo/semantics/publishedVersionResumenhttp://purl.org/coar/resource_type/c_5794info:ar-repo/semantics/documentoDeConferenciaapplication/pdf2037-2037http://sedici.unlp.edu.ar/handle/10915/105513enginfo:eu-repo/semantics/altIdentifier/url/https://cimec.org.ar/ojs/index.php/mc/article/view/5422info:eu-repo/semantics/altIdentifier/issn/2591-3522info:eu-repo/semantics/openAccesshttp://creativecommons.org/licenses/by-nc-sa/4.0/Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)reponame:SEDICI (UNLP)instname:Universidad Nacional de La Platainstacron:UNLP2025-10-22T17:04:22Zoai:sedici.unlp.edu.ar:10915/105513Institucionalhttp://sedici.unlp.edu.ar/Universidad públicaNo correspondehttp://sedici.unlp.edu.ar/oai/snrdalira@sedici.unlp.edu.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:13292025-10-22 17:04:22.733SEDICI (UNLP) - Universidad Nacional de La Platafalse
dc.title.none.fl_str_mv Combining 2D and 3D Virtual Elements for Solving Flow in Fractured Porous Media
title Combining 2D and 3D Virtual Elements for Solving Flow in Fractured Porous Media
spellingShingle Combining 2D and 3D Virtual Elements for Solving Flow in Fractured Porous Media
Kyburg, Félix
Ingeniería
Virtual Element Method
Fracture Porous Media
Subsurface Flow
Discrete Fracture Networks
title_short Combining 2D and 3D Virtual Elements for Solving Flow in Fractured Porous Media
title_full Combining 2D and 3D Virtual Elements for Solving Flow in Fractured Porous Media
title_fullStr Combining 2D and 3D Virtual Elements for Solving Flow in Fractured Porous Media
title_full_unstemmed Combining 2D and 3D Virtual Elements for Solving Flow in Fractured Porous Media
title_sort Combining 2D and 3D Virtual Elements for Solving Flow in Fractured Porous Media
dc.creator.none.fl_str_mv Kyburg, Félix
Mollica, Juan
Benedetto, Matías
author Kyburg, Félix
author_facet Kyburg, Félix
Mollica, Juan
Benedetto, Matías
author_role author
author2 Mollica, Juan
Benedetto, Matías
author2_role author
author
dc.subject.none.fl_str_mv Ingeniería
Virtual Element Method
Fracture Porous Media
Subsurface Flow
Discrete Fracture Networks
topic Ingeniería
Virtual Element Method
Fracture Porous Media
Subsurface Flow
Discrete Fracture Networks
dc.description.none.fl_txt_mv Subsurface flow is an important phenomena in the study of reservoirs, water resources, geothermal applications, oil and gas extraction and storage, etc. One approach for solving the problem is to homogenize the media into a continuum. In this way meshing is mostly trivial but introduces simplifications in the original problem. Another approach is to consider the network defined by the fractures of the media, a Discrete Fracture Network (DFN), which is a complex 3D set made up by intersecting planar fractures. The complexity of the network generates unavoidable meshing challenges that may render impossible the meshing process. The Virtual Element Method (VEM) is a recently introduced numerical method that can be seen as a generalization of the standard Finite Element topolygonal meshes. The 2D VEM has already been successfully applied to solving flow in Discrete Fracture Networks while the framework for the three dimensional version has been recently developed. In this work we put forward a new approach for simulating flow in a porous fractured media, by using 3D elements for the porous matrix and 2D elements for the DFN. We introduce a coupling between the two types of elements so as to allow for flux exchange between the matrix and the network. Using Virtual Elements to obtain global conformity of the mesh, we preserve the complexity of the underlying DFN without introducing simplifications while avoiding all the problems that arise during the meshing process.
Publicado en: <i>Mecánica Computacional</i> vol. XXXV no.35
Facultad de Ingeniería
description Subsurface flow is an important phenomena in the study of reservoirs, water resources, geothermal applications, oil and gas extraction and storage, etc. One approach for solving the problem is to homogenize the media into a continuum. In this way meshing is mostly trivial but introduces simplifications in the original problem. Another approach is to consider the network defined by the fractures of the media, a Discrete Fracture Network (DFN), which is a complex 3D set made up by intersecting planar fractures. The complexity of the network generates unavoidable meshing challenges that may render impossible the meshing process. The Virtual Element Method (VEM) is a recently introduced numerical method that can be seen as a generalization of the standard Finite Element topolygonal meshes. The 2D VEM has already been successfully applied to solving flow in Discrete Fracture Networks while the framework for the three dimensional version has been recently developed. In this work we put forward a new approach for simulating flow in a porous fractured media, by using 3D elements for the porous matrix and 2D elements for the DFN. We introduce a coupling between the two types of elements so as to allow for flux exchange between the matrix and the network. Using Virtual Elements to obtain global conformity of the mesh, we preserve the complexity of the underlying DFN without introducing simplifications while avoiding all the problems that arise during the meshing process.
publishDate 2017
dc.date.none.fl_str_mv 2017-11
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info:eu-repo/semantics/altIdentifier/issn/2591-3522
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