Conclusions
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1.
On the basis of solving the differential equation of motion a mathematical model of the stability of revetment elements of earth slopes used for discharging waters was developed. The model makes it possible with a high reliability to evaluate the stability of elements of various configuration under the dynamic effet of the discharge flow.
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2.
Of the examined types of revetments, riprap was the least stable in the flow. The stability of the protective revetment of earth spillway slopes noticeably increases on changing to two-dimensional (three-dimensional) elements. The most stable are wedge-shaped elements with drain holes. Their stability compared with two-dimensional (three-dimensional) elements increases due to the hydrodynamic surcharge, decrease of seepage load, and increase of frictional forces owing to the specific configuration of the elements and placement with their interlocking.
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3.
The value of the critical (inadmissible) movement of elements relative to the center of gravity is taken as the revetment stability criterion.
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 7, pp. 19–23, July, 1986.
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Gus'kov, G.D., Pravdivets, Y.P. Model of stability of revetments of earth spillway slopes. Hydrotechnical Construction 20, 405–411 (1986). https://doi.org/10.1007/BF01432743
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DOI: https://doi.org/10.1007/BF01432743