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Calculation of stone size in riprap bank protection

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Hydrotechnical Construction Aims and scope

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Literature cited

  1. V. T. Chow, Open-Channel Hydraulics, McGraw-Hill, New York (1959).

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  2. M. A. Mikhalev, “Conditions of the start of movement of particles of noncohesive granular soils located in a fluid flow on the bottom and on the bank slope,” Izv. VNIIG im. B. E. Vedeneeva,126 (1978).

  3. M. A. Mikhalev, “Data on modeling types of viscous fluid flow,” Izv. VNIIG im. B. E. Vedeneeva,108 (1975).

  4. M. A. Mikhalev, Bed Resistance and Distribution of Shear Stresses in Channels of Various Cross Section [in Russian], Saratov Politech. Inst. (1981).

  5. M. A. Mikhalev, “Contribution to the problem of the resistance of open channels with an inhomogeneous bed roughness,” Izv. VNIIG im. B. E. Vedeneeva, Collection of Scientific Papers,145, (1981).

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Authors
  1. M. A. Mikhalev
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 11, pp. 32–34, November, 1983.

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Mikhalev, M.A. Calculation of stone size in riprap bank protection. Hydrotechnical Construction 17, 585–589 (1983). https://doi.org/10.1007/BF01424754

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  • DOI: https://doi.org/10.1007/BF01424754

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