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Interaction of Waves with a Loose Bank Slope

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Power Technology and Engineering Aims and scope

Expressions for the surge and swash heights on the loose sloping bank of a reservoir, the swash velocity for a wind wave, the maximum bottom velocity, and the pressure on the loose bank are presented. Based on studies by different authors, the pressure distribution over the slope, the nonstationarity of the flow resistance, the transport rate of suspended and stream sediments are assessed experimentally.

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References

  1. V. K. Debol’skii, Dynamics of River Flows and Lithodynamics of Nearshore Area [in Russia], Nauka, Moscow (1994).

    Google Scholar 

  2. E. I. Debol’skii, Models of the Transport Process in Deformable River Channels of the Cryolithozone [in Russian], Lap Lambert Academic Publishing RU, Berlin (2017).

    Google Scholar 

  3. B. A. Pyshkin, Dynamics of Reservoir Banks [in Russian], Naukova Dumka, Kiev (1972).

  4. Manual on Design of Bank Protection in Internal Water Bodies [in Russian], Stroiizdat, Moscow (1984).

    Google Scholar 

  5. A. V. Ostyakova, “Factors and areas of studies on the dynamics of reservoir banks,” in: Proc. Int. Sci.-Pract. Conf. on Modern Problems of Reservoirs and Their Spillways [in Russian], Ministry of Education and Science of the Russian Federation, Perm State National Research University, etc. (2013), pp. 276 – 282.

  6. Rules and Regulations SP 38.13330.2012 (SNiP 2.06.04–82). Loads and Impacts on Hydraulic-Engineering Structures (from Waves, Ice, and Ships) [in Russian], Min. Reg. Razvit. RF, Moscow (2012).

  7. N. N. Dzhunkovskii, Effect of Wind Waves on Hydraulic Structures [in Russian], Stroiizdat, Moscow (1940).

    Google Scholar 

  8. V. V. Shuleikin, Marine Physics [in Russian], Nauka, Moscow (1968).

    Google Scholar 

  9. I. O. Leont’ev, Coastal Dynamics: Waves, Currents, Sediment Flows [in Russian], GEOS, Moscow (2001).

    Google Scholar 

  10. E. V. Bondarev, Along-bank Transport of Inhomogeneous Pebble and Sandy Sediments in the Presence of Transverse Hydraulic Structures. PhD Thesis [in Russian], MGSU, Moscow (2010).

  11. Yu. V. Bryanskaya, I. M. Markova, and A. V. Ostyakova, Hydraulics of Water and Suspension-Carrying Flows in Rigid and Deformable Boundaries [in Russian], ASV, Moscow (2009).

  12. A. V. Ostyakova, Interaction of Flow and Channel at the Early Stage of Formation of Bottom Relief. PhD Thesis [in Russian], MGSU, Moscow (2005).

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Authors and Affiliations

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

    A. V. Ostyakova

  2. National Research Moscow State University of Civil Engineering, Moscow, Russia

    A. V. Ostyakova

Authors
  1. A. V. Ostyakova
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Correspondence to A. V. Ostyakova.

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Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 5, May 2020, pp. 30 – 35.

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Ostyakova, A.V. Interaction of Waves with a Loose Bank Slope. Power Technol Eng 54, 467–471 (2020). https://doi.org/10.1007/s10749-020-01233-8

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  • DOI: https://doi.org/10.1007/s10749-020-01233-8

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