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Spatiotemporal Characteristics of Near-Bed Pressure Gradients on a Barred Beach

Authors
Suzuki, TakayukiShin, SungwonCox, Daniel T.Mori, Nobuhito
Issue Date
Nov-2010
Publisher
American Society of Civil Engineers
Keywords
Pressure; Breaking waves; Laboratory tests; Barrier beaches
Citation
Journal of Waterway, Port, Coastal and Ocean Engineering, v.136, no.6, pp 327 - 336
Pages
10
Indexed
SCI
SCIE
SCOPUS
Journal Title
Journal of Waterway, Port, Coastal and Ocean Engineering
Volume
136
Number
6
Start Page
327
End Page
336
URI
https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/39444
DOI
10.1061/(ASCE)WW.1943-5460.0000055
ISSN
0733-950X
1943-5460
Abstract
Observations of the cross-shore variations of pressure gradients measured on a fixed barred beach in a large-scale laboratory wave flume are presented in this paper. The wave-induced components (0.1-1.0 Hz) of the free surface elevation, near-bottom vertical and cross-shore velocities, and pressure gradient are used in the analysis. The cross-shore variation of the pressure gradient showed the maximum value in the area of wave breaking over the bar, and the pressure gradients were considered to be influenced by the fluctuation of the water surface elevation, which are shown to be a rough proxy for the water surface slope. The cross correlation related to the vertical velocity showed no correlation in the wave breaking area. Surprisingly, although several measuring points were located in the wave breaking area or in the inner surf zone, the spatial variation of the pressure gradient and water surface elevation had a correlation coefficient greater than 0.8 with time lags approximately 0.1 of the wave period from offshore to onshore in both regular and irregular wave cases. This indicates that the near-bottom pressure gradient can be estimated using the water surface elevation over a complex barred bathymetry and through the inner surf zone.
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COLLEGE OF SCIENCE AND CONVERGENCE TECHNOLOGY (DEPARTMENT OF MARINE SCIENCE AND CONVERGENCE ENGINEERING)
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