An a posteriori error analysis for a coupled continuum pipe-flow/Darcy model in Karst aquifers: Anisotropic and isotropic discretizations

This paper presents an a posteriori error analysis for a coupled continuum pipe-flow/Darcy model in Karst aquifers. We consider a unified anisotropic finite element discretization (i.e. elements with very large aspect ratio). Our analysis covers two-dimensional domains, conforming and nonconforming...

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Main Author: Houédanou Koffi Wilfrid
Format: Article
Language:English
Published: Elsevier 2019-12-01
Series:Results in Applied Mathematics
Online Access:http://www.sciencedirect.com/science/article/pii/S2590037419300810
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spelling doaj-dc6f62a4ca8d4d69af6854de0a2b85e42020-11-25T02:18:05ZengElsevierResults in Applied Mathematics2590-03742019-12-014An a posteriori error analysis for a coupled continuum pipe-flow/Darcy model in Karst aquifers: Anisotropic and isotropic discretizationsHouédanou Koffi Wilfrid0Correspondence to: Université d’Abomey-Calavi (UAC), Republic of Benin.; Université d’Abomey-Calavi (UAC), Republic of Benin; African Institute for Mathematical Sciences (AIMS), South AfricaThis paper presents an a posteriori error analysis for a coupled continuum pipe-flow/Darcy model in Karst aquifers. We consider a unified anisotropic finite element discretization (i.e. elements with very large aspect ratio). Our analysis covers two-dimensional domains, conforming and nonconforming discretizations as well as different elements. Many examples of finite elements that are covered by analysis are presented. From the finite element solution, the error estimators are constructed and based on the residual of model equations. Lower and upper error bounds form the main result with minimal assumptions on the elements. The lower error bound is uniform with respect to the mesh anisotropy in the entire domain. The upper error bound depends on a proper alignment of the anisotropy of the mesh which is a common feature of anisotropic error estimation. In the special case of isotropic meshes, the results simplify, and upper and lower error bounds hold unconditionally. MSC: 74S05, 74S10, 74S15, 74S20, 74S25, 74S30, Keywords: Karst aquifers, Anisotropic meshes, Error estimatorhttp://www.sciencedirect.com/science/article/pii/S2590037419300810
collection DOAJ
language English
format Article
sources DOAJ
author Houédanou Koffi Wilfrid
spellingShingle Houédanou Koffi Wilfrid
An a posteriori error analysis for a coupled continuum pipe-flow/Darcy model in Karst aquifers: Anisotropic and isotropic discretizations
Results in Applied Mathematics
author_facet Houédanou Koffi Wilfrid
author_sort Houédanou Koffi Wilfrid
title An a posteriori error analysis for a coupled continuum pipe-flow/Darcy model in Karst aquifers: Anisotropic and isotropic discretizations
title_short An a posteriori error analysis for a coupled continuum pipe-flow/Darcy model in Karst aquifers: Anisotropic and isotropic discretizations
title_full An a posteriori error analysis for a coupled continuum pipe-flow/Darcy model in Karst aquifers: Anisotropic and isotropic discretizations
title_fullStr An a posteriori error analysis for a coupled continuum pipe-flow/Darcy model in Karst aquifers: Anisotropic and isotropic discretizations
title_full_unstemmed An a posteriori error analysis for a coupled continuum pipe-flow/Darcy model in Karst aquifers: Anisotropic and isotropic discretizations
title_sort a posteriori error analysis for a coupled continuum pipe-flow/darcy model in karst aquifers: anisotropic and isotropic discretizations
publisher Elsevier
series Results in Applied Mathematics
issn 2590-0374
publishDate 2019-12-01
description This paper presents an a posteriori error analysis for a coupled continuum pipe-flow/Darcy model in Karst aquifers. We consider a unified anisotropic finite element discretization (i.e. elements with very large aspect ratio). Our analysis covers two-dimensional domains, conforming and nonconforming discretizations as well as different elements. Many examples of finite elements that are covered by analysis are presented. From the finite element solution, the error estimators are constructed and based on the residual of model equations. Lower and upper error bounds form the main result with minimal assumptions on the elements. The lower error bound is uniform with respect to the mesh anisotropy in the entire domain. The upper error bound depends on a proper alignment of the anisotropy of the mesh which is a common feature of anisotropic error estimation. In the special case of isotropic meshes, the results simplify, and upper and lower error bounds hold unconditionally. MSC: 74S05, 74S10, 74S15, 74S20, 74S25, 74S30, Keywords: Karst aquifers, Anisotropic meshes, Error estimator
url http://www.sciencedirect.com/science/article/pii/S2590037419300810
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