Numerical and Asymptotic Modeling of a Filtration Problem with the Initial Deposit
| Author(s): |
Ludmila I. Kuzmina
Yuri V. Osipov Yuri P. Galaguz |
|---|---|
| Medium: | journal article |
| Language(s): | Russian |
| Published in: | International Journal for Computational Civil and Structural Engineering / Международный журнал по расчету гражданских и строительных конструкций, September 2017, 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. |
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10336188 - Published on:
02/08/2019 - Last updated on:
02/08/2019
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