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Calculation of the first critical regimen of a surface jump (two-dimensional problem)

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  • On the 100th Anniversary of V. I. Lenin’s Birth
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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. M. F. Skladnev, “Limits of the critical regimens of a surface hydraulic jump,” Izvestiya VNIIG, 58 (1958).

  2. M. A. Mikhalev, “On the theory of the bottom hydraulic jump,” Izvestiya VNIIG, 78 (1965).

  3. M. A. Mikhalev, “Hydraulic analysis of flows in the roller zone,” Trudy LPI, No. 289, Énergiya (1968).

  4. M. A. Mikhalev, “The problem of kinematic structure of the discharge, for the conjugate depths upstream and downstream, according to the type of nappe,” Transactions of the Coordinating Conference on Hydraulic Engineering [in Russian], No. 7 (1963).

  5. D. I. Kumin, Interrelation of the Upstream and Downstream Flows in a Surface Regimen [in Russian], Gosénergoizdat (1948).

  6. A. N. Rakhmanov, “Representation of the surface roller and of the transitional flow, and certain velocity characteristics of the bottom hydraulic jump,” Izvestiya VNIIG, 59 (1958).

  7. G. A. Russo, “The Hydrodynamic processes occurring in a hydraulic jump,” Gidrotekh. Stroitel’., No. 4 (1965).

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Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 11, pp. 49–52, November, 1969.

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Mikhalev, M.A. Calculation of the first critical regimen of a surface jump (two-dimensional problem). Hydrotechnical Construction 3, 1068–1073 (1969). https://doi.org/10.1007/BF02396765

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  • DOI: https://doi.org/10.1007/BF02396765

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