An investigation of the velocity field under regular and irregular waves over a sand beach

被引:16
作者
Doering, JC [1 ]
Baryla, AJ [1 ]
机构
[1] Univ Manitoba, Dept Civil Engn, Hydraul Res & Testing Facil, Winnipeg, MB R3T 5V6, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
vertical velocity; near-bed; sand ripples; bispectral analysis;
D O I
10.1016/S0378-3839(01)00037-0
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Near-bed horizontal (cross-shore) and vertical velocity measurements were acquired in a laboratory wave flume over a 1:8 sloping sand beach of finite depth. Data were acquired using a three-component acoustic Doppler velocimeter to measure the velocity field close to, but at a fixed distance from the bed. The near-bed velocity field is examined as close as 1.5 cm above a trough and crest of a ripple under three different types of wave forcing (Stokes waves, Stokes groups, and irregular waves). Although both horizontal and vertical velocity measurements were made, attention is focused primarily on the vertical velocity. The results clearly indicate that the measured near-bed vertical velocity (which was outside the wave-bottom boundary layer) is distinctly nonzero and not well predicted by linear theory. Spectral and bispectral analysis techniques indicate that the vertical velocity responds differently depending on the location over a ripple, and that ripple-induced effects on the velocity field are present as high as 4-8 cm above the bed (for vortex ripples with wavelengths on the order of 8 cm and amplitudes on the order of 2 cm). At greater heights above the bed, the observed wave-induced motion is adequately predicted by the linear theory. (C) 2002 Elsevier Science B.V. All rights reserved.
引用
收藏
页码:275 / 300
页数:26
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