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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Series: | Results in Applied Mathematics |
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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 |
work_keys_str_mv |
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