NUMERICAL AND ASYMPTOTIC MODELING OF A FILTRATION PROBLEM WITH THE INITIAL DEPOSIT
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 cons...
Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
Publishing House ASV
2017-09-01
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Series: | International Journal for Computational Civil and Structural Engineering |
Subjects: | |
Online Access: | http://ijccse.iasv.ru/article/view/52 |