On vortex strength and drag in bluff-body wakes

Author:

Griffin Owen M.,Ramberg Steven E.

Abstract

In a recent paper (Griffin & Ramberg 1974) the authors studied the vortex-street wakes behind forced vibrating rigid cylinders. All experimental conditions were within the regime of wake capture or synchronization between the vibration and vortex frequencies. Both mean and fluctuating velocities in the wake together with the length of the vortex formation region were measured as functions of vibration amplitude and frequency at a Reynolds number of 144. The viscous vortex strength, age and spacing at this Reynolds number were then obtained by matching a model for the vortex street with the mean and r.m.s. velocity profiles obtained from hot-wire measurements. These results are employed here to determine the steady drag force on the vibrating cylinder by means of the von Kármán drag formulation. The drag coefficients determined in this way are in agreement with the recently published direct force measurements of Tanida, Okajima & Watanabe (1973) and Griffin, Skop & Koopmann (1973) at Reynolds numbers of 80, 500-900 and 4000. From these results a direct relation is drawn between the increased drag on resonantly vibrating structures and changes in the vortex strength, spacing and formation in their wakes.

Publisher

Cambridge University Press (CUP)

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Reference9 articles.

1. Synge, J. L. 1927 Proc. Roy. Irish Acad. 37,95–109.

2. Griffin, O. M. , Skop, R. A. & Koopmann, G. H. 1973 J. Sound. Vib. 31,235–248.

3. Morkovin, M. 1964 Proc. Symp. on Fully Separated Flows ,pp.102–118.New York:A.S.M.E.

4. Griffin, O. M. & Ramberg, S. E. 1974 J. Fluid Mech. 66,553–578.

5. MILNE-THOMSON, L. M. 1960 Theoretical Hydrodynamics , chap. 13.Macmillan.

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