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Discontinuous wave on stretches of an abrupt expansion of a canal

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Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    The experimental investigations of the interaction of a bore with an expansion in a certain range of variation of ho/Ho showed that the theoretical flow schemes are completely realized.

  2. 2.

    The theoretical solutions obtained agree satisfactorily with the results of the experimental investigations and can be used for preliminary estimations of the values of the depths and cross-sectional average velocities at characteristic sites.

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Literature cited

  1. J. J. Stoker, Water Waves, Wiley-Interscience, New York (1957).

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  2. A. V. Mishuev and V. A. Aleshin, “Interaction of a discontinuous wave with an expansion in an open channel. Problems of hydraulics and water supply,” Tr. MISI im. V. V. Kuibysheva, No. 174 (1980).

  3. M. S. Grushevskii, “Some aspects of practical calculations of unsteady open-channel flow,” Gidrotekh. Stroit., No. 4 (1982).

  4. V. A. Arkhangel'skii, Calculations of Unsteady Open-Channel Flows [in Russian], Izd. Akad. Nauk SSSR, Moscow-Leningrad (1947).

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  5. A. V. Mishuev, “Wave processes in canals in the case of the rapid formation of openings in regulating works,” in: Collection of Scientific-Methodological Papers on Hydraulics [in Russian], No. 1, Vysshaya Shkola, Moscow (1977).

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Authors
  1. A. V. Mishuev
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  2. S. I. Levina
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  3. A. A. Gusev
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  4. A. A. Seledkin
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Additional information

Translated from Gidrotekhnichesko Stroitel'stvo, No. 4, pp. 6–9, April, 1984.

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Mishuev, A.V., Levina, S.I., Gusev, A.A. et al. Discontinuous wave on stretches of an abrupt expansion of a canal. Hydrotechnical Construction 18, 137–142 (1984). https://doi.org/10.1007/BF01425120

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  • DOI: https://doi.org/10.1007/BF01425120

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