| Author(s): |
Vsevolod A. Shabanov
|
|---|---|
| Medium: | journal article |
| Language(s): | Russian |
| Published in: | International Journal for Computational Civil and Structural Engineering / Международный журнал по расчету гражданских и строительных конструкций, March 2018, n. 1, v. 14 |
| Page(s): | 171-177 |
| DOI: | 10.22337/2587-9618-2018-14-1-171-177 |
| Abstract: |
The article deals with the classical hydrodynamic theory of filtration. Discusses models of soil, fluid and nature of fluid flow that formed the basis for the creation of the classic filtration theory. Also discusses the assumptions made for the linearization of the equations. Evaluated the scope of the classical filtration theory. Proposed a new model of filtration through a porous medium, based on the application of the laws of theoretical mechanics. It is based on the classical model of soil: the soil is composed of capillaries with ..parallel axes, in which the liquid moves. For tasks of infiltration equations of motion. Considered special cases of unsteady motion of a finite volume of liquid. Numerical example a machine experiment. |
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10336166 - Published on:
02/08/2019 - Last updated on:
02/08/2019
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