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Protection of banks and roadbeds from erosion on river “NIPS”

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Hydrotechnical Construction Aims and scope

Conclusions

The developed recommendations make it possible: to determine the size of stone in the protective layer of bank slopes and groins; to determine the location of the upstream groin; to assign the main parameters of the groins; steepness of the slopes, length and angle of bend of the groins, distance between groins; to distinguish the region of the groin head most subjected to the hydrodynamic effect of the flow; to calculate protection of the groin heads and bank slopes in the intergroin space.

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Literature cited

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Authors
  1. V. G. Salikov
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Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 10, pp. 18–21, October, 1986.

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Salikov, V.G. Protection of banks and roadbeds from erosion on river “NIPS”. Hydrotechnical Construction 20, 575–580 (1986). https://doi.org/10.1007/BF01427243

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  • DOI: https://doi.org/10.1007/BF01427243

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