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 |
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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. |
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Copyright © The Author(s), 2017. Published by Science Publishing Group |
Filtration, Infiltration, Groundwater Aquifers, Ditch, Tongue of Zhukovsky, Polubarinova-Kochina's Method, Fuchs Differential Equations, Complex Flow Velocity, Conformal Mappings
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APA Style
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
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
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
@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} }
TY - JOUR T1 - Modeling the Movement of Groundwater from the Pits, Surrounded with Tongues of Zhukovsky AU - Bereslavckii Eduard Naumovich Y1 - 2017/07/21 PY - 2017 N1 - https://doi.org/10.11648/j.ijtam.20170304.11 DO - 10.11648/j.ijtam.20170304.11 T2 - International Journal of Theoretical and Applied Mathematics JF - International Journal of Theoretical and Applied Mathematics JO - International Journal of Theoretical and Applied Mathematics SP - 129 EP - 137 PB - Science Publishing Group SN - 2575-5080 UR - https://doi.org/10.11648/j.ijtam.20170304.11 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 -