IRREGULAR WAVE TRANSFORMATION PROCESSES IN SURF AND SWASH ZONES

Proceedings of the International Conference on Coastal Engineering

Daniel T. Cox²  Andojo Wurjanto¹  Nobuhisa Kobayashi² 

[1] Department of Civil Engineering, Bandung Institute of Technology;Center for Applied Coastal Research, Department of Civil Engineering, University of Delaware

关键词: surf zone;    swash zone;    irregular wave;    wave transformation;   

DOI  :  10.9753/icce.v23.%p

学科分类：建筑学

来源: Coastal Engineering Research Council

【 摘 要 】

A frequency-domain model is developed for elucidating the nonlinear transformation processes of the Fourier amplitudes and phases of normally incident random waves in surf and swash zones. The verticallyintegrated continuity and momentum equations which have been used to describe a turbulent bore on a beach are rearranged to derive the equations expressing the cross-shore variations of the Fourier components of normally incident random waves. The derived equations are solved numerically using forcing terms computed from a previously developed time-domain model. The frequencydomain model attempts to quantify the importance of the nonlinear forcing due to the cross-shore variations of instantaneous radiation stress and bottom shear stress as well as the seaward boundary condition related to incoming low frequency waves for generating two-dimensional surf beat in the surf and swash zones.

【 授权许可】

Unknown