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Protection of banks and roadbeds from erosion on river “NIPS”
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.
Protection of banks and roadbeds from erosion on river “NIPS”
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.
Protection of banks and roadbeds from erosion on river “NIPS”
Salikov, V. G. (author)
Hydrotechnical Construction ; 20 ; 575-580
1986-10-01
6 pages
Article (Journal)
Electronic Resource
English
Protection of banks and roadbeds from erosion on river “NIPS”
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