Turbulence beneath finite amplitude water waves

被引:13
作者
Beya, J. F. [1 ,2 ]
Peirson, W. L. [2 ]
Banner, M. L. [3 ]
机构
[1] Univ Valparaiso, Fac Ingn, Escuela Ingn Civil Ocean, Valparaiso, Chile
[2] Univ New S Wales, Sch Civil & Environm Engn, Water Res Lab, Sydney, NSW 2052, Australia
[3] Univ New S Wales, Sch Math & Stat, Sydney, NSW 2052, Australia
关键词
ENERGY-DISSIPATION; MASS-TRANSPORT; SURFACE; LAYER; ADV;
D O I
10.1007/s00348-011-1254-4
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Babanin and Haus (J Phys Oceanogr 39:2675-2679, 2009) recently presented evidence of near-surface turbulence generated below steep non-breaking deep-water waves. They proposed a threshold wave parameter a (2)omega/nu = 3,000 for the spontaneous occurrence of turbulence beneath surface waves. This is in contrast to conventional understanding that irrotational wave theories provide a good approximation of non-wind-forced wave behaviour as validated by classical experiments. Many laboratory wave experiments were carried out in the early 1960s (e.g. Wiegel 1964). In those experiments, no evidence of turbulence was reported, and steep waves behaved as predicted by the high-order irrotational wave theories within the accuracy of the theories and experimental techniques at the time. This contribution describes flow visualisation experiments for steep non-breaking waves using conventional dye techniques in the wave boundary layer extending above the wave trough level. The measurements showed no evidence of turbulent mixing up to a value of a (2)omega/nu = 7,000 at which breaking commenced in these experiments. These present findings are in accord with the conventional understandings of wave behaviour.
引用
收藏
页码:1319 / 1330
页数:12
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