BUCKLING OF A COLUMNAR VORTEX

被引:3
作者
MARSHALL, JS
机构
[1] Department of Ocean Engineering, Florida Atlantic University, Boca Raton
来源
PHYSICS OF FLUIDS A-FLUID DYNAMICS | 1992年 / 4卷 / 12期
关键词
D O I
10.1063/1.858451
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The instability of a columnar vortex under axial compression is studied analytically. Prediction of the change with time of an initial perturbation in the form of a small-amplitude helical wave on the vortex core is reduced to solution of a system of two linear, second-order ordinary differential equations. For small rates of compression, a closed-form asymptotic solution of these equations is obtained using a two-variable expansion in time. The results indicate that a vortex under compression may bend (or "buckle") or it may remain columnar with an increase in core radius. The choice of which of these possible outcomes will occur is found to depend on the value of a single dimensionless parameter given by the product of the wave number k of the helical perturbation and the radius sigma of the vortex core. When ksigma is greater than a critical value, found to be approximately 1.77, the perturbation amplitude will decrease with axial compression and no "buckling" will occur. When ksigma is less than this critical value, the perturbation amplitude will increase as the vortex axis is compressed and "buckling" will be observed.
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页码:2620 / 2627
页数:8
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