Modelling the Unsteady Flow of Water into a Partly Saturated Soil

Flows in unsaturated medium are frequent in the field of civil engineering and more particularly in geotechnics. The study undertaken here tries to solve the unsaturated transient flow equation in porous media using the finite element method. Numerical solution of a finite element discretization is...

Full description

Bibliographic Details
Main Authors: Zoheir Benyelles, Zadjaoui Abdeldjalil, Abdelmalek Bekkouche
Format: Article
Language:English
Published: Sciendo 2019-12-01
Series:Mathematical Modelling in Civil Engineering
Subjects:
fem
Online Access:https://doi.org/10.2478/mmce-2019-0010
id doaj-fec66960d1904591b9dade79c515699b
record_format Article
spelling doaj-fec66960d1904591b9dade79c515699b2021-09-06T19:22:34ZengSciendoMathematical Modelling in Civil Engineering2066-69342019-12-01154183010.2478/mmce-2019-0010mmce-2019-0010Modelling the Unsteady Flow of Water into a Partly Saturated SoilZoheir Benyelles0Zadjaoui Abdeldjalil1Abdelmalek Bekkouche2Department of Civil Engineering, Faculty of Technology,University Aboubekr BELKAID, Tlemcen, AlgeriaDepartment of Civil Engineering, Faculty of Technology,University Aboubekr BELKAID, Tlemcen, AlgeriaDepartment of Civil Engineering, Faculty of Technology,University Aboubekr BELKAID, Tlemcen, AlgeriaFlows in unsaturated medium are frequent in the field of civil engineering and more particularly in geotechnics. The study undertaken here tries to solve the unsaturated transient flow equation in porous media using the finite element method. Numerical solution of a finite element discretization is used along with an implicit integration scheme of the time stepping. A functional one that makes it possible to find the distribution of the hydraulic load has been proposed and a calculation program has been developed. The results obtained by this program called TFAP (Transient Flow Analysis Program) are compared to other previous work in the subject. The authors show the importance of this study through two real examples. Liakopoulos conducted several experiments on the water drainage through a vertical column filled with Del Monte sand. One of these experiments was chosen to perform a simulation by the model. The results of the calculation are compared with the experimental data as well.https://doi.org/10.2478/mmce-2019-0010flowunsaturated porous mediamodellingfem
collection DOAJ
language English
format Article
sources DOAJ
author Zoheir Benyelles
Zadjaoui Abdeldjalil
Abdelmalek Bekkouche
spellingShingle Zoheir Benyelles
Zadjaoui Abdeldjalil
Abdelmalek Bekkouche
Modelling the Unsteady Flow of Water into a Partly Saturated Soil
Mathematical Modelling in Civil Engineering
flow
unsaturated porous media
modelling
fem
author_facet Zoheir Benyelles
Zadjaoui Abdeldjalil
Abdelmalek Bekkouche
author_sort Zoheir Benyelles
title Modelling the Unsteady Flow of Water into a Partly Saturated Soil
title_short Modelling the Unsteady Flow of Water into a Partly Saturated Soil
title_full Modelling the Unsteady Flow of Water into a Partly Saturated Soil
title_fullStr Modelling the Unsteady Flow of Water into a Partly Saturated Soil
title_full_unstemmed Modelling the Unsteady Flow of Water into a Partly Saturated Soil
title_sort modelling the unsteady flow of water into a partly saturated soil
publisher Sciendo
series Mathematical Modelling in Civil Engineering
issn 2066-6934
publishDate 2019-12-01
description Flows in unsaturated medium are frequent in the field of civil engineering and more particularly in geotechnics. The study undertaken here tries to solve the unsaturated transient flow equation in porous media using the finite element method. Numerical solution of a finite element discretization is used along with an implicit integration scheme of the time stepping. A functional one that makes it possible to find the distribution of the hydraulic load has been proposed and a calculation program has been developed. The results obtained by this program called TFAP (Transient Flow Analysis Program) are compared to other previous work in the subject. The authors show the importance of this study through two real examples. Liakopoulos conducted several experiments on the water drainage through a vertical column filled with Del Monte sand. One of these experiments was chosen to perform a simulation by the model. The results of the calculation are compared with the experimental data as well.
topic flow
unsaturated porous media
modelling
fem
url https://doi.org/10.2478/mmce-2019-0010
work_keys_str_mv AT zoheirbenyelles modellingtheunsteadyflowofwaterintoapartlysaturatedsoil
AT zadjaouiabdeldjalil modellingtheunsteadyflowofwaterintoapartlysaturatedsoil
AT abdelmalekbekkouche modellingtheunsteadyflowofwaterintoapartlysaturatedsoil
_version_ 1717771765801811968