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Effect of seepage flow on the intensity of detachment of solid particles from the bottom in the case of unsteady and nonuniform flow regimes

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Hydrotechnical Construction Aims and scope

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Literature cited

  1. G. L. Rubinshtein, “Combined effect of seepage and channel flows on the eroding velocity,” Izv. VNIIG,52 (1954).

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  3. G. V. Vasil'chenko, “Investigation of the relation between turbulent characteristics of a flow in the bottom region and the noncohesive soil underlying it,” in: River Dynamics and Thermics [in Russian], Stroiizdat, Moscow (1973).

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  4. S. V. Dobroklonskii, N. A. Mikhailova, and N. B. Mulyukova, “Effect of seepage flow on the intensity of detachment of solid particles from the bottom,” Gidrotekh. Stroit., No. 11 (1976).

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  7. N. A. Mikhailova, V. R. Nikitin, and G. S. Fomenko, “Probabilistic characteristics of the movement of sediments near the bottom of a turbulent flow,” Vodn. Resur., No. 3 (1976).

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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 1, pp. 28–31, January, 1981.

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Mikhailova, N.A., Mulyukova, N.B. Effect of seepage flow on the intensity of detachment of solid particles from the bottom in the case of unsteady and nonuniform flow regimes. Hydrotechnical Construction 15, 26–29 (1981). https://doi.org/10.1007/BF01435114

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  • DOI: https://doi.org/10.1007/BF01435114

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