Numerical modeling of the salt-transfer problem in soils

The article discusses the urgent problem associated with solving the problems of salt transfer in soils and is devoted to numerical modelling of the transference and diffusion of salts in soils, in which the total porosity of the soil is divided by the fraction of “through” and “dead-end” pores with...

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Main Authors: Yusupov Mazhid, Tazhibayeva Raikhan, Ziyaeva Sholpan, Kubyashev Kurash
Format: Article
Language:English
Published: EDP Sciences 2021-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/40/e3sconf_conmechydro2021_01005.pdf
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spelling doaj-9aebe790a82448ef9c8b05167eac732c2021-06-11T07:16:50ZengEDP SciencesE3S Web of Conferences2267-12422021-01-012640100510.1051/e3sconf/202126401005e3sconf_conmechydro2021_01005Numerical modeling of the salt-transfer problem in soilsYusupov Mazhid0Tazhibayeva Raikhan1Ziyaeva Sholpan2Kubyashev Kurash3Chirchik State Pedagogical UniversityInternational Kazakh-Turkish University named after H.A. Yasawi, Higher school of public administration and EconomicsTashkent institute of irrigation and agricultural mechanization engineersTashkent institute of irrigation and agricultural mechanization engineersThe article discusses the urgent problem associated with solving the problems of salt transfer in soils and is devoted to numerical modelling of the transference and diffusion of salts in soils, in which the total porosity of the soil is divided by the fraction of “through” and “dead-end” pores with the corresponding concentration of the solution. A brief review of scientific publications devoted to this problem is given. To study and predict the process of the spread of harmful substances, a mathematical model and a numerical algorithm for computer experimentation have been developed. The solution was obtained using a method based on the use of quadrature formulas in combination with the differential sweep method for a system of ordinary second-order differential equations with arbitrary linear boundary conditions. The concentrations of salts in the “through” and “dead-end” pores, respectively, were studied at various values of the filtration process. The results are shown in the graphs.https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/40/e3sconf_conmechydro2021_01005.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Yusupov Mazhid
Tazhibayeva Raikhan
Ziyaeva Sholpan
Kubyashev Kurash
spellingShingle Yusupov Mazhid
Tazhibayeva Raikhan
Ziyaeva Sholpan
Kubyashev Kurash
Numerical modeling of the salt-transfer problem in soils
E3S Web of Conferences
author_facet Yusupov Mazhid
Tazhibayeva Raikhan
Ziyaeva Sholpan
Kubyashev Kurash
author_sort Yusupov Mazhid
title Numerical modeling of the salt-transfer problem in soils
title_short Numerical modeling of the salt-transfer problem in soils
title_full Numerical modeling of the salt-transfer problem in soils
title_fullStr Numerical modeling of the salt-transfer problem in soils
title_full_unstemmed Numerical modeling of the salt-transfer problem in soils
title_sort numerical modeling of the salt-transfer problem in soils
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2021-01-01
description The article discusses the urgent problem associated with solving the problems of salt transfer in soils and is devoted to numerical modelling of the transference and diffusion of salts in soils, in which the total porosity of the soil is divided by the fraction of “through” and “dead-end” pores with the corresponding concentration of the solution. A brief review of scientific publications devoted to this problem is given. To study and predict the process of the spread of harmful substances, a mathematical model and a numerical algorithm for computer experimentation have been developed. The solution was obtained using a method based on the use of quadrature formulas in combination with the differential sweep method for a system of ordinary second-order differential equations with arbitrary linear boundary conditions. The concentrations of salts in the “through” and “dead-end” pores, respectively, were studied at various values of the filtration process. The results are shown in the graphs.
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/40/e3sconf_conmechydro2021_01005.pdf
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AT tazhibayevaraikhan numericalmodelingofthesalttransferprobleminsoils
AT ziyaevasholpan numericalmodelingofthesalttransferprobleminsoils
AT kubyashevkurash numericalmodelingofthesalttransferprobleminsoils
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