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Numerical and Asymptotic Modeling of a Filtration Problem with the Initial Deposit

Author(s):


Medium: journal article
Language(s): Russian
Published in: International Journal for Computational Civil and Structural Engineering / Международный журнал по расчету гражданских и строительных конструкций, , n. 3, v. 13
Page(s): 70-76
DOI: 10.22337/1524-5845-2017-13-3-70-76
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.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.22337/1524-5845-2017-13-3-70-76.
  • About this
    data sheet
  • Reference-ID
    10336188
  • Published on:
    02/08/2019
  • Last updated on:
    02/08/2019