An investigation of the velocity field under regular and irregular waves over a sand beach |
| |
| Authors: | J C Doering A J Baryla |
| |
| Institution: | Hydraulics Research and Testing Facility, Department of Civil Engineering, University of Manitoba, 15 Gillson Street, Winnipeg, Manitoba, Canada R3T 5V6 |
| |
| Abstract: | 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. |
| |
| Keywords: | Vertical velocity Near-bed Sand ripples Bispectral analysis |
| 本文献已被 ScienceDirect 等数据库收录！ |
|
