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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EDP Sciences
2021-01-01
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Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/40/e3sconf_conmechydro2021_01005.pdf |
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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 |
work_keys_str_mv |
AT yusupovmazhid numericalmodelingofthesalttransferprobleminsoils AT tazhibayevaraikhan numericalmodelingofthesalttransferprobleminsoils AT ziyaevasholpan numericalmodelingofthesalttransferprobleminsoils AT kubyashevkurash numericalmodelingofthesalttransferprobleminsoils |
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1721383157761048576 |