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Modeling of the base of a hydraulic structure with constant flow velocity sections and a curvilinear confining layer

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Abstract

We construct the underground contour of an embedded rectangular dam, whose corners are rounded by curves of constant flow velocity. We consider the case of a water-permeable base underlain by a curvilinear confining layer with a horizontal part, whereas the remainder parts of the layer are characterized by a constant flow velocity. We obtain an analytical solution to the corresponding mixed problem of the theory of analytic functions, we present results of numerical computations and consider the limiting case studied earlier by P. Ya. Polubarinova-Kochina and I. N. Kochina.

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References

  1. I. N. Kochina and P. Ya. Polubarinova-Kochina, “On Application of Smooth Contours of Hydraulic Structure Bases,” Prikl. Mat. Mekh. 16(1), 55–66 (1952).

    Google Scholar 

  2. P. Ya. Polubarinova-Kochina, Theory of ground water movement (Gostekhizdat, Moscow, 1977) [in Russian].

    Google Scholar 

  3. G. G. Tumashev and M. T. Nuzhin, Inverse Boundary-Value Problems and Their Applications (Kazansk. Gos. Univ., Kazan, 1965) [in Russian]

    Google Scholar 

  4. L. A. Aksent’ev, N. B. Il’inskii, M. T. Nuzhin, R. B. Salimov, and G. G. Tumashev, “Theory of Inverse Boundary-Value Problems for Analytic Functions and Its Applications,” Itogi Nauki i Tekhniki, Matem. Analiz 18, 67–124 (1980).

    MathSciNet  Google Scholar 

  5. W. Koppenfels and F. Stallmann Practice of Conformal Mappings (Springer-Verlag, Berlin-Gottingen-Heidelberg, 1963; Inostr. Lit.,Moscow, 1963).

    Google Scholar 

  6. V. I. Aravin and S. N. Numerov, Theory of Fluid Flow in Undeformable Porous Media (Pergamon Press, 1959; Gostekhizdat,Moscow, 1959).

  7. E. N. Bereslavskii, “On Differential Equations of the Fuchs Class Connected with Conformal Mappings of Circular Polygons in Polar Grids,” Differents. Uravneniya 33(3), 296–301 (1997).

    MathSciNet  Google Scholar 

  8. E. N. Bereslavskii, “Conformal Mapping of Certain Circular Polygons Onto Rectangles,” Izv. Vyssh. Uchebn. Zaved. Mat., No. 5, 3–7 (1980). [SovietMathematics (Iz. VUZ) 24 (5), 1–5 (1980)].

  9. I. S. Gradshtein and I. M. Ryzhik, Tables of Integrals, Sums, Series, and Products (Nauka, Moscow, 1971) [in Russian].

    Google Scholar 

  10. E. N. Bereslavskii, “Finding the Underground Contour of an Embedded Apron with a Constant Flow Velocity Section and Saline Water, Underlying the Dam Base,” Prikl. Mat. Mekh. 62(1), 169–175 (1988).

    MathSciNet  Google Scholar 

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Correspondence to E. N. Bereslavskii.

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Original Russian Text © E.N. Bereslavskii, L.A. Aleksandrova, 2009, published in Izvestiya Vysshikh Uchebnykh Zavedenii. Matematika, 2009, No. 3, pp. 73–79.

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Bereslavskii, E.N., Aleksandrova, L.A. Modeling of the base of a hydraulic structure with constant flow velocity sections and a curvilinear confining layer. Russ Math. 53, 61–66 (2009). https://doi.org/10.3103/S1066369X09030050

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