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Equilibrium Profiles of Coarse Material under Wave Attack
In order to obtain design criteria for artificial gravel beaches, a research program was drawn up to study the behavior of gravel beaches under wave attack. The dimensions, form, and manner of formation of an equilibrium profile under regular, perpendicular wave attack were determined. It was found that gravel with a D90 smaller than 0.006 m is sensitive to scale effects.
Equilibrium Profiles of Coarse Material under Wave Attack
In order to obtain design criteria for artificial gravel beaches, a research program was drawn up to study the behavior of gravel beaches under wave attack. The dimensions, form, and manner of formation of an equilibrium profile under regular, perpendicular wave attack were determined. It was found that gravel with a D90 smaller than 0.006 m is sensitive to scale effects.
Equilibrium Profiles of Coarse Material under Wave Attack
E. Vanhijum (author)
1974
21 pages
Report
No indication
English
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