Velocity, acceleration and vorticity under a breaking wave

被引:109
作者
Chang, KA [1 ]
Liu, PLF [1 ]
机构
[1] Cornell Univ, Sch Civil & Environm Engn, Ithaca, NY 14853 USA
关键词
D O I
10.1063/1.869544
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The fluid particle velocities in the overturning jet of a breaking wave have been measured by the Particle Image Velocimetry (PIV) technique. Monochromatic waves with wave height of 14.5 cm and wavelength of 121 cm were generated in the water depth of 20 cm. The measured fluid particle velocity at the tip of the overturning jet reached 1.68 times of the phase velocity calculated from the linear wave theory. Fluid particle accelerations were estimated from the velocity data with the following results: The overturning jet enters the horizontal water surface with an acceleration of 1.1 g at an angle of 88 degrees downward. The PIV technique was also used to measure the instantaneous vertical vorticities generated by breaking waves. The number and locations of the vortices on the horizontal plane appear to be random. The maximum instantaneous vorticity was in the order of magnitude of 20-30 s(-1), whereas the ensemble-averaged vorticity was quite small. (C) 1998 American Institute of Physics.
引用
收藏
页码:327 / 329
页数:3
相关论文
共 5 条
[1]   DEEP-WATER PLUNGING BREAKERS - A COMPARISON BETWEEN POTENTIAL-THEORY AND EXPERIMENTS [J].
DOMMERMUTH, DG ;
YUE, DKP ;
LIN, WM ;
RAPP, RJ ;
CHAN, ES ;
MELVILLE, WK .
JOURNAL OF FLUID MECHANICS, 1988, 189 :423-442
[2]   STRUCTURE OF THE TURBULENT-FLOW FIELD UNDER BREAKING WAVES IN THE SURF ZONE [J].
NADAOKA, K ;
HINO, M ;
KOYANO, Y .
JOURNAL OF FLUID MECHANICS, 1989, 204 :359-387
[3]   COMPUTATIONS OF OVERTURNING WAVES [J].
NEW, AL ;
MCIVER, P ;
PEREGRINE, DH .
JOURNAL OF FLUID MECHANICS, 1985, 150 (JAN) :233-251
[4]   Numerical simulation of breaking waves [J].
Vinje, T. ;
Brevig, P. .
ADVANCES IN WATER RESOURCES, 1981, 4 (02) :77-82
[5]  
Zhang D. P., 1994, P 24 INT C COAST ENG, P2856