Research article Vol. 13 No. 3 (2017): International Journal for Computational Civil and Structural Engineering

NUMERICAL AND ASYMPTOTIC MODELING OF A FILTRATION PROBLEM WITH THE INITIAL DEPOSIT

Ludmila I. Kuzmina, Yuri V. Osipov, Yuri P. Galaguz
70-76 DOI 10.22337/1524-5845-2017-13-3-70-76 Published 2017-09-11
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How to Cite

NUMERICAL AND ASYMPTOTIC MODELING OF A FILTRATION PROBLEM WITH THE INITIAL DEPOSIT

Authors

  • Ludmila I. Kuzmina National Research University Higher School of Economics, Moscow, RUSSIA
  • Yuri V. Osipov National Research Moscow State University of Civil Engineering, Moscow, RUSSIA
  • Yuri P. Galaguz National Research Moscow State University of Civil Engineering, Moscow, RUSSIA

DOI:

https://doi.org/10.22337/1524-5845-2017-13-3-70-76

Keywords:

filtration problem, suspension, filtration coefficient, size-exclusion particle capture, asymptotic solution, numerical calculation

Abstract

The study of filtration as one of the problems of underground hydromechanics is necessary for the design and construction of tunnels, underground and hydraulic structures. Deep bed filtration of suspension in a porous medium with variable porosity and permeability and with an initial deposit is considered. An asymptotic solution to a model with small limit deposit is constructed; the asymptotics is compared with numerical calculation.

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Published

2017-09-11

Issue

Vol. 13 No. 3 (2017): International Journal for Computational Civil and Structural Engineering

Section

Research article

How to Cite

Kuzmina, L. I., Osipov, Y. V., & Galaguz, Y. P. (2017). NUMERICAL AND ASYMPTOTIC MODELING OF A FILTRATION PROBLEM WITH THE INITIAL DEPOSIT. International Journal for Computational Civil and Structural Engineering, 13(3), 70-76. https://doi.org/10.22337/1524-5845-2017-13-3-70-76

Keywords

filtration problem, suspension, filtration coefficient, size-exclusion particle capture, asymptotic solution, numerical calculation

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