1993
DOI: 10.1007/bf01051599
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Some equations of the Fuchs class in hydro- and aeromechanics

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Cited by 18 publications
(9 citation statements)
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“…3), we close the area of motion z. As a result, we generate the expres sion for the main geometrical and filtration performances (7) for points coordinates of the free surface DF .…”
Section: Solutionmentioning
confidence: 99%
See 1 more Smart Citation
“…3), we close the area of motion z. As a result, we generate the expres sion for the main geometrical and filtration performances (7) for points coordinates of the free surface DF .…”
Section: Solutionmentioning
confidence: 99%
“…In this case, the area of complex velocity is not one sheeted in contrast to the case described in [1], where the area of the complex velocity is one sheeted. The Polubarinova Kochina method [2,3] and also the procedures of conformal mapping [4][5][6] for special areas, which are typical for the problems of under ground hydromechanics [7][8][9] are used to solve the mixed multi parametric boundary problem. The exact G v analytical representations for characteristic sizes of flow motion are obtained.…”
Section: Introductionmentioning
confidence: 99%
“…Defining characteristic in dicators of functions Ω and Z near the regular singular points [12], we find that they are linear combinations of the two branches next Riemann function [12,27]: [20,21] and in this case has the form…”
Section: Figurementioning
confidence: 99%
“…For the solution of a mixed boundary value multi-parameter problem of theory of analytic functions used method Polubarinova-Kochina [12][13][14][15][16] and areas designed for specific species [20,21] of conformal mapping of circular polygons [22][23][24], which are typical for problems of underground hydromechanics. Accounting for the characteristics of movement allows us to represent the solution through a special, and in some cases, elementary functions, making them easy and convenient use.…”
Section: Introductionmentioning
confidence: 99%
“…And the method of integrating such equations with four regular singularities [8][9][10]. Which is characteristic for problems of underground hydromechanics [11][12][13][14][15]. It should be noted that taking into account the specific features of the movements under consideration allows you to get solutions to problems in a closed form through elementary functions, which makes its use the most simple, convenient and effective.…”
mentioning
confidence: 99%