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

dc.contributor.authorHOUEDANOU, KOFFI WILFRID
dc.date.accessioned2026-06-02T16:06:57Z
dc.date.available2026-06-02T16:06:57Z
dc.date.issued2019
dc.description.abstractThis 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.
dc.identifier.otherBECDB-7875
dc.identifier.other100081
dc.identifier.urihttps://dspace.uac.bj/handle/123456789/7071
dc.language.isofr
dc.relation.ispartofResults in Applied Mathematics (RINAM)/ Elsevier
dc.subjectKarst aquifers
dc.subjectAnisotropic meshes
dc.subjectError estimator
dc.titleAn a posteriori error analysis for a coupled continuum pipe-flow/Darcy model in Karst aquifers: Anisotropic and isotropic discretizations
dc.typeArticle

Files

Original bundle

Now showing 1 - 1 of 1
Loading...
Thumbnail Image
Name:
cab67fe752f996a1b6ce163d2b526f78.pdf
Size:
496.99 KB
Format:
Adobe Portable Document Format

Collections