APPLICATION OF AN UNDERTOW MODEL TO IRREGULAR WAVES ON BARRED BEACHES

Proceedings of the International Conference on Coastal Engineering

Douglas L. Kennedy¹  Daniel T. Cox¹  Nobuhisa Kobayashi² 

[1] Div. of Coastal and Ocean Engrg., Dept. of Civil Engrg., Texas A&M Univ.;Center for Applied Coastal Res., Univ. of Delaware

关键词: barred beach;    undertow;    undertow model;    irregular waves;   

DOI  :  10.9753/icce.v26.%p

学科分类：建筑学

来源: Coastal Engineering Research Council

【 摘 要 】

An undertow model calibrated for regular waves on plane beaches is applied to predict the irregular wave induced undertow for both plane and barred beaches and for both laboratory and field data sets. The model combines a logarithmic profile in the bottom boundary layer with a conventional parabolic profile in the interior. The height and period of the irregular waves are represented by the local root-mean-square wave height and spectral peak period, and the measured mean volume flux below trough level is used as input to the model. The model is capable of predicting the undertow profiles both inside and outside the surf zone, provided that the empirical coefficient associated with the mean bottom shear stress is adjusted at each measuring line. The model appears to give reasonable predictions of the bottom boundary layer thickness and shear velocity, although these predictions could not be verified due to a lack of data. To develop a predictive undertow model, a simple relationship with an adjustable coefficient is applied to predict the measured volume flux below trough level using the local wave height and water depth. The calibration coefficients involved in the predictive model are not universal among the lab and field conditions possibly due to the effects of wave directionality and longshore currents in the field measurements which are neglected in this paper.

【 授权许可】

Unknown