Flow separation and resuspension beneath shoaling nonlinear internal waves

被引:99
作者
Boegman, Leon [1 ]
Ivey, Gregory N. [2 ]
机构
[1] Queens Univ, Dept Civil Engn, Kingston, ON K7L 3N6, Canada
[2] Univ Western Australia, Sch Environm Syst Engn, Crawley, WA 6009, Australia
基金
澳大利亚研究理事会;
关键词
SEDIMENT RESUSPENSION; BOTTOM-BOUNDARY; SOLITARY WAVES; CONTINENTAL SHELVES; GLOBAL INSTABILITY; NEPHELOID LAYERS; RUN-UP; TURBULENT; TRANSPORT; BREAKING;
D O I
10.1029/2007JC004411
中图分类号
P7 [海洋学];
学科分类号
0707 ;
摘要
Laboratory observations are presented showing the structure and dynamics of the turbulent bottom boundary layer beneath nonlinear internal waves (NLIWs) of depression shoaling upon sloping topography. The adverse pressure gradient beneath the shoaling waves causes the rear face to steepen, flow separation to occur, and wave-induced near-bottom vortices to suspend bed material. The resuspension is directly attributed to the near-bed viscous stress and to near-bed patches of elevated positive Reynolds stress generated by the vortical structures. These results are consistent with published field observations of resuspension events beneath shoaling NLIWs. Elevated near-bed viscous stresses are found throughout the domain at locations that are not correlated to the resuspension events. Near-bed viscous stress is thus required for incipient sediment motion but is not necessarily a precursor for resuspension. Resuspension is dependent on the vertical velocity field associated with positive Reynolds stress and is also found to occur where the mean (wave-averaged) vertical velocity is directed away from the bed. The results are interpreted by analogy to the eddy-stress and turbulent bursting resuspension models developed for turbulent channel flows.
引用
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页数:15
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