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...

Full description

Bibliographic Details
Main Authors: Kuzmina Ludmila Ivanovna, Osipov Yuri Viktorovich
Format: Article
Language:English
Published: Moscow State University of Civil Engineering (MGSU) 2017-11-01
Series:Vestnik MGSU
Subjects:
Online Access:http://vestnikmgsu.ru/index.php/archive/article/download/4094
id doaj-254095f0c8a54c3295600685e296743b
record_format Article
spelling 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