ABOUT MODELING OF PRESSURE-FREE PRESSURE FILTRATION OF WATER IN URBAN CONSTRUCTION

The methodology of modeling pressure-free pressure filtration of water in urban construction is considered. A feature of this process is the presence of a creeping boundary of the free surface of water in a fractured porous medium if real nonstationary flows are considered as a function of time. The...

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Bibliographic Details
Main Author: V. I. Sologaev
Format: Article
Language:Russian
Published: Siberian State Automobile and Highway University 2017-08-01
Series:Вестник СибАДИ
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Online Access:https://vestnik.sibadi.org/jour/article/view/53
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Summary:The methodology of modeling pressure-free pressure filtration of water in urban construction is considered. A feature of this process is the presence of a creeping boundary of the free surface of water in a fractured porous medium if real nonstationary flows are considered as a function of time. The simplest one-dimensional case of pressure-free pressure filtration of water is considered. The hypothesis of the theory of filtration is stated, which allows to bring it to a new level of ideas about the motion of water in fractured-porous media with pressure-free flow. In contrast to the traditional point of view, the pressure for non-stationary filtration on the free surface of the water surface leaving the waterproof roof remains for some time in a state of vacuum, that is, below atmospheric. The author’s method of spreadsheets is proposed as a modeling tool. The motion of the creeping boundary is suggested to be realized using a conditional programming operator. The directions of the further development of the proposed methodology are indicated.
ISSN:2071-7296
2658-5626