Simulation and prediction of swash oscillations on a steep beach

被引:73
作者
Baldock, TE [1 ]
Holmes, P [1 ]
机构
[1] Univ London Imperial Coll Sci Technol & Med, Dept Civil Engn, London SW7 2BU, England
基金
英国工程与自然科学研究理事会;
关键词
swash; run-up; bores; wave grouping; random waves; beaches;
D O I
10.1016/S0378-3839(99)00011-3
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents numerical simulations and analytical predictions of key aspects of swash oscillations on a steep beach. Simulations of the shoreline displacement based on bore run-up theory are found to give excellent agreement with recent experimental data for regular waves, wave groups and random waves. The theory is used to derive parameters that predict the onset of swash saturation and the spectral characteristics of the saturated shoreline motion. These parameters are again in good agreement with the measured laboratory data and are also consistent with previous experimental data. Simulation of irregular wave run-up using a series of overlapping monochromatic swash events is found to reproduce typical features of swash oscillations and can accurately describe both the low and high frequency spectral characteristics of the swash zone. In particular, the low frequency components of the run-up can be modelled directly using a sequence of incident short wave bores, with no direct long wave input to the numerical simulations. This suggests that wave groupiness must be accounted for when modelling shoreline oscillations. (C) 1999 Elsevier Science B.V. All rights reserved.
引用
收藏
页码:219 / 242
页数:24
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