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Conjugate depths of hydraulic jump in free torrent overflow

  • Investigations and Experiments
  • Published:
Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    The existing methods of determining the downstream limit depth for which the conjugate depth form with previous overflow is still possible yield large differences with respect to each other.

  2. 2.

    The proposed method is intended for N>1 and takes into account the nonhydrostatic pressure distribution and the actual potential energy depending on H and N.

  3. 3.

    Experimental verification of the proposed method showed satisfactory agreement with the analyses for the entire investigation range.

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Literature cited

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Authors
  1. G. D. Kekhtokhyan
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Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 4, pp. 41–43, April, 1991.

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Kekhtokhyan, G.D. Conjugate depths of hydraulic jump in free torrent overflow. Hydrotechnical Construction 25, 228–231 (1991). https://doi.org/10.1007/BF01423641

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  • DOI: https://doi.org/10.1007/BF01423641

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