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Determination of parameters of the abraded shore in mountain reservoirs taking into account the time on wave action and the rate of drop in the water level

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. B. A. Pyshkin, Problems of Dynamics of Reservoir Shores [in Russian], Izd. Akad. Nauk Ukr SSSR (1963).

  2. N. E. Kondrat'ev, “Calculation of reforming time of reservoir shores,” Trudy GGI,103, vyp. 49 (1955).

  3. Ts. E. Mirtskhulava, Stream Channel Erosion and Methodology of Estimating Channel Stability [un Russian], Izd. Kolos (1967).

  4. N. G. Varazashvili, “Some tenets of the methodology of forecasting abrasional reworking of shores of mountain reservoirs,” Gidrotekh Stroitel, No. 7 (1968).

  5. Instruction for Determination of Allowable (Noneroding) Water Velocities for Different Soils and Coatings [in Russian], VSN 2-65, Goszemvodkhoz USSR (1965).

  6. Ts. E. Mirtskhulava, “Method of computing deformations of canal peds,” Rechnoi Transport, No. 5 (1966).

  7. P. A. Volkov, “Investigation of processes of interaction of the wave stream with the bed,” in: Investigations of Processes in the Shore Zone [in Russian] (1965).

  8. SNiP II-I. 3-62, Stroiizdat (1967).

  9. E. I. Mass, “Determination of allowable (non-eroding) velocities and maximum depth of erosion in the wave train,” Soobshchenie Akad. Nauk GSSR, No. 1 (1967).

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Authors
  1. N. G. Varazashvili
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Translated from Gidroteknicheskoe Stroitel'stvo, No. 7, pp. 31–34, July, 1971

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Varazashvili, N.G. Determination of parameters of the abraded shore in mountain reservoirs taking into account the time on wave action and the rate of drop in the water level. Hydrotechnical Construction 5, 645–650 (1971). https://doi.org/10.1007/BF02397663

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  • DOI: https://doi.org/10.1007/BF02397663

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