EQUILIBRIUM PROFILES AND LONGSHORE TRANSPORT OF COARSE MATERIAL UNDER OBLIQUE WAVE ATTACK

[摘要] In order to obtain design criteria for artificial gravel beaches, a research programme was drawn up to study the behaviour of gravel beaches under wave attack. The present paper gives the main results of the investigations into beach formation and equilibrium profile characteristics, including the longshore transport rate of beach material under regular wave attack with varying angles of wave approach,

[学科分类] 建筑学

[关键词] equilibrium profile;longshore transport;coarse material;oblique wave attack