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Design of a circular hydraulic jump

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. G. A. Gachechiladze, “A pressure energy dissipator with perforated diaphragm,” Trudy GruzNIIGiM, No. 18-19 (1957).

  2. A. G. Sokolov, Water Power Utilization [in Russian], Kolos (1965).

  3. A. G. Chanishvili, “The use of head dissipation on the discharge structures of high-head hydroelectric stations,” Gidrotekhnicheskoe Stroitel’stvo, No. 4 (1951).

  4. M. Z. Abramov, “Determination of conjugate depths with a hydraulic jump under spatial conditions,” Izvestiya VNIIG, Vol. 26 (1940).

  5. I. I. Agroskin, et al., Hydraulics [in Russian], Énergiya (1964).

  6. O. F. Vasil’ev, “The hydraulic jump and stream spread in a broadening channel,” DAN SSSR, Vol. 106, No. 5 (1966).

  7. L. A. Mashkovich, “A new method for regulating the conditions of flow conjugation with sudden broadening of the channel,” Gidrotekhnika i Melioratsiya, No. 2 (1953).

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Authors
  1. G. A. Gachechiladze
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Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 10, pp. 35–36, October, 1970.

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Gachechiladze, G.A. Design of a circular hydraulic jump. Hydrotechnical Construction 4, 949–951 (1970). https://doi.org/10.1007/BF02435062

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  • DOI: https://doi.org/10.1007/BF02435062

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