Skip to main content
SpringerLink
Log in

Determination of noneroding velocity with a given reliability for noncohesive coarse-granular soils

  • Published:
Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    A relation was obtained, using which we can determine the value of the noneroding velocity of a flow corresponding to a given reliability.

  2. 2.

    In relations of the form v=a√gdf (h/d) the parameter a for the velocity-squared region of resistance (for small values of h/d) is a variable.

  3. 3.

    The diversity of the formulas for determining the noneroding velocity of a flow and the difference of the values of the velocity obtained from the relations of various authors is explained by the fact that, first, a different degree of the “limit” state of the channel material (a different reliability of stability of the surface layer of the channel) corresponds to each formula and, second, the inadmissible assumption about constancy of parametera (see Paragraph 2) in the velocity-squared region of resistance of the channel is used.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Log in via an institution

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Similar content being viewed by others

Literature cited

  1. K. V. Grishanin, Dynamics of Channel Flows [in Russian], Gidrometeoizdat, Leningrad (1969), p. 428.

    Google Scholar 

  2. Ts. E. Mirtskhulava, Erosion of Channels and Method of Estimating Their Stability [in Russian], Kolos, Moscow (1967), p. 180.

    Google Scholar 

  3. Ts. E. Mirtskhulava, Reliability of Reclamation Structures [in Russian], Kolos, Moscow (1974), p. 279.

    Google Scholar 

  4. V. M. Donenberg, “Stochastic model of erosion of noncohesive soil by a turbulent flow,” Izv. VNIIG,126, 15–21 (1978).

    Google Scholar 

  5. A. V. Magomedova, “Prediction of er⊖sion Processes and sediment transport.” Author's Abstract of Doctoral Disseration, MGMI, Moscow (1983).

    Google Scholar 

  6. A. I. Losievskii, “Experimental investigation of forces acting on a sediment particle at the bottom of a flow,” in: Transactions of the Second Hydrologic Congress [in Russian], Pt. III (1930), pp. 15–24.

  7. M. A. Dement'ev, “Interference of two solids in a fluid flow,” Izv. VNIIG,15, 28–47 (1935).

    Google Scholar 

  8. Yu. G. Zharkov, “Effect of flow on a riprap revetment of the lower pool channels and method of calculating it,” Izv. VNIIG,97, 95–110 (1971).

    Google Scholar 

  9. V. S. Knoroz, “Noneroding velocity for noncohesive soils and factors determining it,” Izv. VNIIG,59, 62–81 (1958).

    Google Scholar 

  10. A. N. Rakhmanov, “Erosiveness of a flow in a bottom hydraulic jump,” Izv. VNIIG,63, 3–25 (1960).

    Google Scholar 

Download references

Authors
  1. Yu. G. Zharkov
    View author publications

    You can also search for this author in PubMed Google Scholar

Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 6, pp. 21–25, June, 1985.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Zharkov, Y.G. Determination of noneroding velocity with a given reliability for noncohesive coarse-granular soils. Hydrotechnical Construction 19, 285–293 (1985). https://doi.org/10.1007/BF02028559

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02028559

Keywords

Search

Navigation