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Basic characteristics of a hydraulic jump-wave

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  • On the 50th Anniversary of the Soviet Union
  • Published:
Hydrotechnical Construction Aims and scope

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Literature Cited

  1. B. A. Bakhmeteff, Hydraulics of Open Channels [Russian translation], Izd. Kubuch (1932).

  2. A. I. Modzalevskii, Application of Jump-Wave Formulas to Calculations of Hydraulic Structures [in Russian], Nauchnye zapiski MIIVKh,21 (1959).

  3. V. B. Dul'nev, The Hydraulic Jump-Wave [in Russian], Izvestiya VNIIG,67 (1961).

  4. M. S. Vyzgo, Correction of the Cross-Sectional Force of a Jump-Wave in a Rectangular Channel with a Smooth Horizontal Bottom; Collection: Problems of Energetics, Hydraulic Engineering, and Mining [in Russian], Izd. ANUkr SSR (1961).

  5. Ven Te Chow, Open-Channel Hydraulics, New York (1959).

  6. A. I. Bogomolov and K. A. Mikhailov, Hydraulics [in Russian], Stroiizdat (1965).

  7. H. Schlicting, Boundary Layer Theory [Russian translation] (1966).

  8. P. I. Gordienko, Investigation of Earth Spillway Dams, MISI, Hydraulic Structures [in Russian],29, Gosstroiizdat (1959).

  9. I. N. Bradley and A. I. Peterka, Journal of the hydraulics division, Proceed, A. S. C. F., 83 (October, 1957).

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Authors
  1. G. A. Russo
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Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 1, pp. 31–33, January, 1967.

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Russo, G.A. Basic characteristics of a hydraulic jump-wave. Hydrotechnical Construction 1, 46–49 (1967). https://doi.org/10.1007/BF02380215

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  • DOI: https://doi.org/10.1007/BF02380215

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