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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)
1986
Article (Journal)
English
BKL:
56.30
Wasserbau
Local classification TIB:
770/6550/8000
Protection of banks and roadbeds from erosion on river “NIPS”
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