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Modeling the Movement of Groundwater from the Pits, Surrounded with Tongues of Zhukovsky

Received: 8 May 2017    Accepted: 1 June 2017    Published: 21 July 2017
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Abstract

In the hydrodynamic statement the filtration low from ditches, walled tongues of Zhukovsky is considered. The fluid moves through the layer of soil, underlain by a well-permeable pressure aquifer, which is contained waterproof area on the roof. For study the infiltration to the free surface of groundwater is formulated a mixed multi-parameter boundary value problem of the theory of analytic function, which is solved by the Polubarinova-Kochina's method and ways the conformal mapping areas of a special kind, which are characteristic for tasks of an underground hydromechanics.

Published in International Journal of Theoretical and Applied Mathematics (Volume 3, Issue 4)
DOI 10.11648/j.ijtam.20170304.11
Page(s) 129-137
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Filtration, Infiltration, Groundwater Aquifers, Ditch, Tongue of Zhukovsky, Polubarinova-Kochina's Method, Fuchs Differential Equations, Complex Flow Velocity, Conformal Mappings

References
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[14] Development of filtration theory research in the USSR (1917-1967). M.: Nauka. 1969. 545 p.
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    Bereslavckii Eduard Naumovich. (2017). Modeling the Movement of Groundwater from the Pits, Surrounded with Tongues of Zhukovsky. International Journal of Theoretical and Applied Mathematics, 3(4), 129-137. https://doi.org/10.11648/j.ijtam.20170304.11

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    ACS Style

    Bereslavckii Eduard Naumovich. Modeling the Movement of Groundwater from the Pits, Surrounded with Tongues of Zhukovsky. Int. J. Theor. Appl. Math. 2017, 3(4), 129-137. doi: 10.11648/j.ijtam.20170304.11

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    AMA Style

    Bereslavckii Eduard Naumovich. Modeling the Movement of Groundwater from the Pits, Surrounded with Tongues of Zhukovsky. Int J Theor Appl Math. 2017;3(4):129-137. doi: 10.11648/j.ijtam.20170304.11

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  • @article{10.11648/j.ijtam.20170304.11,
      author = {Bereslavckii Eduard Naumovich},
      title = {Modeling the Movement of Groundwater from the Pits, Surrounded with Tongues of Zhukovsky},
      journal = {International Journal of Theoretical and Applied Mathematics},
      volume = {3},
      number = {4},
      pages = {129-137},
      doi = {10.11648/j.ijtam.20170304.11},
      url = {https://doi.org/10.11648/j.ijtam.20170304.11},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ijtam.20170304.11},
      abstract = {In the hydrodynamic statement the filtration low from ditches, walled tongues of Zhukovsky is considered. The fluid moves through the layer of soil, underlain by a well-permeable pressure aquifer, which is contained waterproof area on the roof. For study the infiltration to the free surface of groundwater is formulated a mixed multi-parameter boundary value problem of the theory of analytic function, which is solved by the Polubarinova-Kochina's method and ways the conformal mapping areas of a special kind, which are characteristic for tasks of an underground hydromechanics.},
     year = {2017}
    }
    

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    T1  - Modeling the Movement of Groundwater from the Pits, Surrounded with Tongues of Zhukovsky
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    AB  - In the hydrodynamic statement the filtration low from ditches, walled tongues of Zhukovsky is considered. The fluid moves through the layer of soil, underlain by a well-permeable pressure aquifer, which is contained waterproof area on the roof. For study the infiltration to the free surface of groundwater is formulated a mixed multi-parameter boundary value problem of the theory of analytic function, which is solved by the Polubarinova-Kochina's method and ways the conformal mapping areas of a special kind, which are characteristic for tasks of an underground hydromechanics.
    VL  - 3
    IS  - 4
    ER  - 

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Author Information
  • Department of Applied Mathematics and Informatics, University of Civil Aviation, St. Petersburg, Russia

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