Mixed finite element method of a seawater intrusion problem in confined aquifers
We consider a model mixing sharp and diffuse interface approach for the seawater intrusion phenomenon in confined aquifers. The aim of this work is to introduce and analyze a new mixed formulation, obtained by writing the problem into a matrix form, and introducing a new variable σ = R(u)∇u represent...
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EDP Sciences
2021
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oai:doaj.org-article:0be76d1cc49b4bf4b8845d0d093670832021-11-08T15:19:01ZMixed finite element method of a seawater intrusion problem in confined aquifers2267-124210.1051/e3sconf/202131405004https://doaj.org/article/0be76d1cc49b4bf4b8845d0d093670832021-01-01T00:00:00Zhttps://www.e3s-conferences.org/articles/e3sconf/pdf/2021/90/e3sconf_wmad2021_05004.pdfhttps://doaj.org/toc/2267-1242We consider a model mixing sharp and diffuse interface approach for the seawater intrusion phenomenon in confined aquifers. The aim of this work is to introduce and analyze a new mixed formulation, obtained by writing the problem into a matrix form, and introducing a new variable σ = R(u)∇u representing the flux tensor of the primal variable u = (h, Φf)T. Here, h represents the depth of the salt/freshwater interface, Φf, the hydraulic head of freshwater, and R(u) a symmetric and positive definite diffusion matrix. We show that the continuous problem is well-posed. For the time discretization of this new mixed formulation, we use a semi-implicit scheme, and we show that the problem is well posed.Medarhri IbtissamFarhloul MohamedNajib KhalidSlimani SoumiaZine AbdelmalekEDP SciencesarticleEnvironmental sciencesGE1-350ENFRE3S Web of Conferences, Vol 314, p 05004 (2021) |
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Environmental sciences GE1-350 Medarhri Ibtissam Farhloul Mohamed Najib Khalid Slimani Soumia Zine Abdelmalek Mixed finite element method of a seawater intrusion problem in confined aquifers |
description |
We consider a model mixing sharp and diffuse interface approach for the seawater intrusion phenomenon in confined aquifers. The aim of this work is to introduce and analyze a new mixed formulation, obtained by writing the problem into a matrix form, and introducing a new variable σ = R(u)∇u representing the flux tensor of the primal variable u = (h, Φf)T. Here, h represents the depth of the salt/freshwater interface, Φf, the hydraulic head of freshwater, and R(u) a symmetric and positive definite diffusion matrix. We show that the continuous problem is well-posed. For the time discretization of this new mixed formulation, we use a semi-implicit scheme, and we show that the problem is well posed. |
format |
article |
author |
Medarhri Ibtissam Farhloul Mohamed Najib Khalid Slimani Soumia Zine Abdelmalek |
author_facet |
Medarhri Ibtissam Farhloul Mohamed Najib Khalid Slimani Soumia Zine Abdelmalek |
author_sort |
Medarhri Ibtissam |
title |
Mixed finite element method of a seawater intrusion problem in confined aquifers |
title_short |
Mixed finite element method of a seawater intrusion problem in confined aquifers |
title_full |
Mixed finite element method of a seawater intrusion problem in confined aquifers |
title_fullStr |
Mixed finite element method of a seawater intrusion problem in confined aquifers |
title_full_unstemmed |
Mixed finite element method of a seawater intrusion problem in confined aquifers |
title_sort |
mixed finite element method of a seawater intrusion problem in confined aquifers |
publisher |
EDP Sciences |
publishDate |
2021 |
url |
https://doaj.org/article/0be76d1cc49b4bf4b8845d0d09367083 |
work_keys_str_mv |
AT medarhriibtissam mixedfiniteelementmethodofaseawaterintrusionprobleminconfinedaquifers AT farhloulmohamed mixedfiniteelementmethodofaseawaterintrusionprobleminconfinedaquifers AT najibkhalid mixedfiniteelementmethodofaseawaterintrusionprobleminconfinedaquifers AT slimanisoumia mixedfiniteelementmethodofaseawaterintrusionprobleminconfinedaquifers AT zineabdelmalek mixedfiniteelementmethodofaseawaterintrusionprobleminconfinedaquifers |
_version_ |
1718441918348656640 |