Effects of the corner radius on the near wake of a square prism

The near wake of square cylinders with different corner radii was experimentally studied based on particle imaging velocimetry (PIV), laser doppler anemometry (LDA) and hotwire measurements. Four bluff bodies, i.e., r/d=0 (square cylinder), 0.157, 0.236, 0.5 (circular cylinder), where r is corner radius and d is the characteristic dimension of the bluff bodies, were examined. A conditional sampling technique was developed to obtain the phase-averaged PIV data in order to characterize quantitatively the effect of corner radii on the near-wake flow structure. The results show that, as r/d increases from 0 to 0.5, the maximum strength of shed vortices attenuates, the circulation associated with the vortices decreases progressively by 50%, the Strouhal number, St, increases by about 60%, the convection velocity of the vortices increases along with the widening of the wake width by about 25%, the vortex formation length and the wake closure length almost double in size. Meanwhile, both the vortex wavelength, λx, and the lateral spacing, λy, decrease as r/d increases, but the ratio of λy to λx is approximately 0.29, irrespective of r/d, which is close to the theoretical value of 0.281 for a stable Karman vortex street. The decrease in wavelength is probably responsible for the change in the flow structure from the approximately circular-shaped vortex at r/d=0 to the laterally stretched vortex at r/d=0.5. The leading edge corner radius is more important than the trailing one in influencing the near wake structure since it determines to a great extent the behavior of the streamlines, the separation angle and the base pressure. It is further found that the ratio of the mean drag coefficient to the total shed circulation, Cd/Γ0, approaches a constant, about 0.25 for different bluff bodies in the subcritical flow regime. The streamwise evolution of vortices and the streamwise fluctuating velocity along the centerline for rounded cylinders are also discussed.

[1]  M. Kiya,et al.  TURBULENCE STRUCTURE IN INTERMEDIATE WAKE OF A CIRCULAR CYLINDER , 1985 .

[2]  Stuart J. Price,et al.  Flow-pattern identification for two staggered circular cylinders in cross-flow , 2000, Journal of Fluid Mechanics.

[3]  Shmuel Einav,et al.  A laser-Doppler velocimetry study of ensemble-averaged characteristics of the turbulent near wake of a square cylinder , 1995, Journal of Fluid Mechanics.

[4]  Tetsuro Tamura,et al.  The effect of turbulence on aerodynamic forces on a square cylinder with various corner shapes , 1999 .

[5]  E. D. Obasaju,et al.  The influence of corner radius on the forces experienced by cylindrical bluff bodies in oscillatory flow , 1984 .

[6]  S. Okamoto,et al.  Effect of rounding side-corners on aerodynamic forces and turbulent wake of a cube placed on a ground plane , 1991 .

[7]  Yu Zhou,et al.  The turbulent wake of two side-by-side circular cylinders , 2002, Journal of Fluid Mechanics.

[8]  R. Antonia,et al.  A study of turbulent vortices in the near wake of a cylinder , 1993, Journal of Fluid Mechanics.

[9]  S. Wereley,et al.  Phase-resolved flow field produced by a vibrating cantilever plate between two endplates , 2004 .

[10]  T. Tamura,et al.  Numerical prediction of unsteady pressures on a square cylinder with various corner shapes , 1998 .

[11]  Gui-Rong Liu,et al.  Effects of afterbody shape on flow around prismatic cylinders , 2000 .

[12]  R. A. Antonia,et al.  Critical points in a turbulent near wake , 1994 .

[13]  M. E. Davies,et al.  A comparison of the wake structure of a stationary and oscillating bluff body, using a conditional averaging technique , 1976, Journal of Fluid Mechanics.

[14]  R. Antonia,et al.  Momentum and heat transport in the turbulent intermediate wake of a circular cylinder , 1993, Journal of Fluid Mechanics.

[15]  M. Bloor,et al.  The transition to turbulence in the wake of a circular cylinder , 1964, Journal of Fluid Mechanics.

[16]  Convection velocity measurements in a cylinder wake , 1992 .

[17]  E. Naudascher,et al.  Exploratory study on damping of galloping vibrations , 1981 .

[18]  F. Hussain,et al.  Three-dimensionality of organized structures in a plane turbulent wake , 1989, Journal of Fluid Mechanics.

[19]  Peter W. Bearman,et al.  Investigation of the flow behind a two-dimensional model with a blunt trailing edge and fitted with splitter plates , 1965, Journal of Fluid Mechanics.

[20]  B. Lee The effect of turbulence on the surface pressure field of a square prism , 1975, Journal of Fluid Mechanics.

[21]  A. Roshko On the drag and shedding frequency of two-dimensional bluff bodies , 1954 .

[22]  R. A. Antonia,et al.  Effect of initial conditions on vortices in a turbulent near wake , 1994 .

[23]  Yu Zhou,et al.  Effect of unequal cylinder spacing on vortex streets behind three side-by-side cylinders , 2001 .

[24]  C. Willert,et al.  Digital particle image velocimetry , 1991 .

[25]  A. Hussain,et al.  Eduction of large-scale organized structures in a turbulent plane wake , 1987, Journal of Fluid Mechanics.

[26]  B. Cantwell,et al.  An experimental study of entrainment and transport in the turbulent near wake of a circular cylinder , 1983, Journal of Fluid Mechanics.

[27]  F. C. Johansen,et al.  XLII. The structure of vortex sheets , 1928 .

[28]  N. Fujisawa,et al.  Phase-averaged characteristics of flow around a circular cylinder under acoustic excitation control , 2004 .

[29]  C. Williamson,et al.  Mean and fluctuating velocity fields in the wake of a freely-vibrating cylinder , 2001 .

[30]  Masaru Kiya,et al.  Incoherent turbulence structure in the near wake of a normal plate , 1988, Journal of Fluid Mechanics.

[31]  Charles Dalton,et al.  Numerical solutions of a viscous uniform approach flow past square and diamond cylinders , 2003 .

[32]  A. A. Szewczyk,et al.  A LOOK AT A UNIVERSAL PARAMETER FOR 2-D AND 3-D BLUFF BODY FLOWS , 1996 .

[33]  R. B. Green,et al.  AN OPTICAL INTERFEROMETRIC STUDY OF THE WAKE OF A BLUFF BODY , 1991 .

[34]  Peter W. Bearman,et al.  On vortex street wakes , 1967, Journal of Fluid Mechanics.

[35]  H. Schlichting Boundary Layer Theory , 1955 .

[36]  Owen M. Griffin,et al.  Universal Similarity in the Wakes of Stationary and Vibrating Bluff Structures , 1981 .

[37]  C. Dalton,et al.  NUMERICAL PREDICTION OF FORCE ON RECTANGULAR CYLINDERS IN OSCILLATING VISCOUS FLOW , 1999 .

[38]  Kenny C. S Kwok,et al.  Effect of edge configuration on wind-induced response of tall buildings , 1988 .

[39]  M. Bloor,et al.  Measurements on turbulent vortices in a cylinder wake , 1966, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.

[40]  R. Antonia,et al.  Determination of drag of a circular cylinder , 1990 .