ASYMPTOTICS OF a PARTICLES TRANSPORT PROBLEM
Subject: a groundwater filtration affects the strength and stability of underground and hydro-technical constructions. Research objectives: the study of one-dimensional problem of displacement of suspension by the flow of pure water in a porous medium. Materials and methods: when filtering a suspens...
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Moscow State University of Civil Engineering (MGSU)
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doaj-254095f0c8a54c3295600685e296743b2020-11-25T00:20:21ZengMoscow State University of Civil Engineering (MGSU)Vestnik MGSU 1997-09352017-11-01111278128310.22227/1997-0935.2017.11.1278-1283ASYMPTOTICS OF a PARTICLES TRANSPORT PROBLEMKuzmina Ludmila Ivanovna0Osipov Yuri Viktorovich1National Research University Higher School of EconomicsMoscow State University of Civil Engineering (National Research University) (MGSU)Subject: a groundwater filtration affects the strength and stability of underground and hydro-technical constructions. Research objectives: the study of one-dimensional problem of displacement of suspension by the flow of pure water in a porous medium. Materials and methods: when filtering a suspension some particles pass through the porous medium, and some of them are stuck in the pores. It is assumed that size distributions of the solid particles and the pores overlap. In this case, the main mechanism of particle retention is a size-exclusion: the particles pass freely through the large pores and get stuck at the inlet of the tiny pores that are smaller than the particle diameter. The concentrations of suspended and retained particles satisfy two quasi-linear differential equations of the first order. To solve the filtration problem, methods of nonlinear asymptotic analysis are used. Results: in a mathematical model of filtration of suspensions, which takes into account the dependence of the porosity and permeability of the porous medium on concentration of retained particles, the boundary between two phases is moving with variable velocity. The asymptotic solution to the problem is constructed for a small filtration coefficient. The theorem of existence of the asymptotics is proved. Analytical expressions for the principal asymptotic terms are presented for the case of linear coefficients and initial conditions. The asymptotics of the boundary of two phases is given in explicit form. Conclusions: the filtration problem under study can be solved analytically.http://vestnikmgsu.ru/index.php/archive/article/download/4094filtrationporous mediasuspensionfiltration coefficientparticle blockingsuspended particlesretained particlesmathematical modelphase boundaryasymptotics |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Kuzmina Ludmila Ivanovna Osipov Yuri Viktorovich |
spellingShingle |
Kuzmina Ludmila Ivanovna Osipov Yuri Viktorovich ASYMPTOTICS OF a PARTICLES TRANSPORT PROBLEM Vestnik MGSU filtration porous media suspension filtration coefficient particle blocking suspended particles retained particles mathematical model phase boundary asymptotics |
author_facet |
Kuzmina Ludmila Ivanovna Osipov Yuri Viktorovich |
author_sort |
Kuzmina Ludmila Ivanovna |
title |
ASYMPTOTICS OF a PARTICLES TRANSPORT PROBLEM |
title_short |
ASYMPTOTICS OF a PARTICLES TRANSPORT PROBLEM |
title_full |
ASYMPTOTICS OF a PARTICLES TRANSPORT PROBLEM |
title_fullStr |
ASYMPTOTICS OF a PARTICLES TRANSPORT PROBLEM |
title_full_unstemmed |
ASYMPTOTICS OF a PARTICLES TRANSPORT PROBLEM |
title_sort |
asymptotics of a particles transport problem |
publisher |
Moscow State University of Civil Engineering (MGSU) |
series |
Vestnik MGSU |
issn |
1997-0935 |
publishDate |
2017-11-01 |
description |
Subject: a groundwater filtration affects the strength and stability of underground and hydro-technical constructions. Research objectives: the study of one-dimensional problem of displacement of suspension by the flow of pure water in a porous medium. Materials and methods: when filtering a suspension some particles pass through the porous medium, and some of them are stuck in the pores. It is assumed that size distributions of the solid particles and the pores overlap. In this case, the main mechanism of particle retention is a size-exclusion: the particles pass freely through the large pores and get stuck at the inlet of the tiny pores that are smaller than the particle diameter. The concentrations of suspended and retained particles satisfy two quasi-linear differential equations of the first order. To solve the filtration problem, methods of nonlinear asymptotic analysis are used. Results: in a mathematical model of filtration of suspensions, which takes into account the dependence of the porosity and permeability of the porous medium on concentration of retained particles, the boundary between two phases is moving with variable velocity. The asymptotic solution to the problem is constructed for a small filtration coefficient. The theorem of existence of the asymptotics is proved. Analytical expressions for the principal asymptotic terms are presented for the case of linear coefficients and initial conditions. The asymptotics of the boundary of two phases is given in explicit form. Conclusions: the filtration problem under study can be solved analytically. |
topic |
filtration porous media suspension filtration coefficient particle blocking suspended particles retained particles mathematical model phase boundary asymptotics |
url |
http://vestnikmgsu.ru/index.php/archive/article/download/4094 |
work_keys_str_mv |
AT kuzminaludmilaivanovna asymptoticsofaparticlestransportproblem AT osipovyuriviktorovich asymptoticsofaparticlestransportproblem |
_version_ |
1725368257916960768 |