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More precise definition of velocity-distribution parameters of broad-channel flow

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Power Technology and Engineering Aims and scope

The velocity distribution in the flow of water in broad gravity-flow channels is considered in its interrelation with the coefficient of hydraulic resistance. Relationships between turbulence parameters and the coefficient of hydraulic resistance are defined more precisely

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References

  1. A. I. Bogomolov, V. S. Borovkov, and F. G. Mairanovskii, High-Velocity Free-Surface Flows [in Russian], Stroiizdat, Moscow (1979).

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  2. Yu. V. Bryanskaya and A. V. Ostyakova, “Problem of identifying resistance and flow laws in pipes and broad channels,” in: Inter-University Collection of Scientific Works on Hydrotechnical Construction [in Russian], Izd. MGSU, Moscow (2002).

  3. P. G. Kiselev, Hydraulics: Fundamentals of Fluid Mechanics. Educational Textbook for Universities [in Russian], Énergiya, Moscow (1980).

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Authors and Affiliations

  1. Institute of Water Problems, Russian Academy of Sciences, Moscow, Russia

    A. V. Ostyakova

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  1. A. V. Ostyakova
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Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 11, November 2012, pp. 31 – 34.

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Ostyakova, A.V. More precise definition of velocity-distribution parameters of broad-channel flow. Power Technol Eng 47, 12–15 (2013). https://doi.org/10.1007/s10749-013-0389-2

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  • DOI: https://doi.org/10.1007/s10749-013-0389-2

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