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Calculation of the protective facing of slopes of hydraulic structures with consideration of wind-wave refraction
Conclusions 1. Laboratory investigations to evaluate the oblique approach of waves to a rockfill slope, despite their limitedness (small scale of the model or investigation only at one gradient of the slope, equal to 1.5), show the economic expediency of taking into consideration wave refraction in such cases. 2. Equations (l)-(3) are recommended for calculation refraction and the mass of stone for protecting slopes from waves in the case of their oblique approach.
Calculation of the protective facing of slopes of hydraulic structures with consideration of wind-wave refraction
Conclusions 1. Laboratory investigations to evaluate the oblique approach of waves to a rockfill slope, despite their limitedness (small scale of the model or investigation only at one gradient of the slope, equal to 1.5), show the economic expediency of taking into consideration wave refraction in such cases. 2. Equations (l)-(3) are recommended for calculation refraction and the mass of stone for protecting slopes from waves in the case of their oblique approach.
Calculation of the protective facing of slopes of hydraulic structures with consideration of wind-wave refraction
Plakida, M. É. (Autor:in)
Hydrotechnical Construction ; 17 ; 429-432
01.08.1983
4 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
PROTECTIVE WAVE-CANCELLING COATING OF SLOPES OF MARINE HYDRAULIC STRUCTURES
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