WAVE CREST INTERACTION IN WATER OF INTERMEDIATE DEPTH

Proceedings of the International Conference on Coastal Engineering

C.C. Bird¹  D.H. Peregrine¹ 

[1] School of Mathematics, University of Bristol

关键词: intermediate depth;    wave crest;    numerical computation;   

DOI  :  10.9753/icce.v26.%p

学科分类：建筑学

来源: Coastal Engineering Research Council

【 摘 要 】

Numerical computations using a fully nonlinear potential flow solver are carried out on water of intermediate depth. Properties of single and multiple wave groups are examined on horizontal and sloping beaches. Comparisons are made with linear and weakly nonlinear theories. An important result is that the increase in wave amplitude due to wave shoaling is likely to be much less than the linear theory result for short steep wave groups because of the tendency for the group to spread.

【 授权许可】

Unknown