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Experimental study of flow around polygonal cylinders

Published online by Cambridge University Press:  22 December 2016

S. J. Xu*
Affiliation:
School of Aerospace Engineering, Tsinghua University, 100084, China
W. G. Zhang
Affiliation:
School of Aeronautics, Northwestern University, Xi’an 710072, China
L. Gan*
Affiliation:
School of Engineering and Computing Sciences, Durham University, DH1 3LE, UK
M. G. Li
Affiliation:
Department of Mechanical Engineering, The University of Melbourne, Victoria 3010, Australia
Y. Zhou
Affiliation:
Institute of Turbulence-Noise-Vibration Interaction and Control, Shenzhen Graduate School, Harbin Institute of Technology, 518055, China
*
†Email addresses for correspondence: xu_shengjin@tsinghua.edu.cn, lian.gan@durham.ac.uk
†Email addresses for correspondence: xu_shengjin@tsinghua.edu.cn, lian.gan@durham.ac.uk

Abstract

The wake of polygonal cylinders with side number $N=2\sim \infty$ is systematically studied based on fluid force, hot-wire, particle image velocimetry and flow visualisation measurements. Each cylinder is examined for two orientations, with a flat surface or a corner leading and facing normally to the free stream. The Reynolds number $Re$ is $1.0\times 10^{4}\sim 1.0\times 10^{5}$ , based on the longitudinally projected cylinder width. The time-averaged drag coefficient $C_{D}$ and fluctuating lift coefficient on these cylinders are documented, along with the characteristic properties including the Strouhal number $St$ , flow separation point and angle $\unicode[STIX]{x1D703}_{s}$ , wake width and critical Reynolds number $Re_{c}$ at which the transition from laminar to turbulent flow occurs. It is found that once $N$ exceeds 12, $Re_{c}$ depends on the difference between the inner diameter (tangent to the faces) and the outer diameter (connecting corners) of a polygon, the relationship being approximately given by the dependence of $Re_{c}$ on the height of the roughness elements for a circular cylinder. It is further found that $C_{D}$ versus $\unicode[STIX]{x1D709}$ or $St$ versus $\unicode[STIX]{x1D709}$ for all the tested cases collapse onto a single curve, where the angle $\unicode[STIX]{x1D709}$ is the corrected $\unicode[STIX]{x1D703}_{s}$ associated with the laterally widest point of the polygon and the separation point. Finally, the empirical correlation between $C_{D}$ and $St$ is discussed.

Information

Type
Papers
Copyright
© 2016 Cambridge University Press 
Figure 0

Figure 1. Schematic of the experimental set-up.

Figure 1

Figure 2. Cross-sectional shapes, orientations (with respect to the incoming flow) and notations of the 18 tested polygonal cylinders ($2\leqslant N\leqslant 16$) and the definition of the streamwise projected width $D$. In notation/abbreviation NF and NC, $N$ is the polygon side number and F and C stand for orientations with a polygon flat surface and a corner, respectively, leading and facing normally to the incoming flow.

Figure 2

Figure 3. Dependence of $C_{D}$ (a) and $St$ (b) on $Re$ for the case of 4F and the circular cylinder, as compared to the data available in the literature. Results are obtained from an average of seven repeated measurements.

Figure 3

Table 1. The present $C_{D}$ and $St$ values obtained at $Re=1.0\times 10^{4}$. Also included are the reported data in Tropea et al. (2007).

Figure 4

Figure 4. Dependence of $C_{D}$ and $St$ on $Re$ for both principal orientations. (a) $C_{D}$ for NC; (b) $C_{D}$ for NF; (c) $St$ for NC; (d) $St$ for NF; the cases for the flat plate and the circular cylinder are also included, denoted as 2F and Cir., respectively, in (b) and (d).

Figure 5

Figure 5. (a) Dependence of the critical Reynolds number $Re_{c}$ (●), $C_{D\text{-}sub}$ (○) and $C_{D\text{-}sup}$ on the polygon side number $N$, for $N\geqslant 12$ for the corner orientation. (b) Dependence of $Re_{c}$ on the roughness height $\unicode[STIX]{x1D700}/D$; ○: polygons, ▪: circular cylinders with roughness elements.

Figure 6

Figure 6. Dependence of $C_{D}$ (a,b) and $St$ (c,d) on the polygon side number $N$ for $Re (a,c) and $Re>Re_{c}$ (b,d). The transition occurs at $N=12$, 16. Data points 9C and 10C in (b) are two examples of the predicted results. The dash-dot lines denote the indicative trend for the polygons of large $N$. The data points of 2F in (a) and (b) are from Tropea et al. (2007) and from Blevins (1990) in (c) and (d). The two $+$ symbols in (b) and (d) indicate the turning points of the indicative trend lines from $N=16$ to the circular cylinder.

Figure 7

Figure 7. Dependence of the lift coefficient $C_{L}^{\prime }$ on $N$. Note that the data of the circular cylinder from Norberg (2003) are also included, which collapse almost completely with the present measurement.

Figure 8

Figure 8. Definitions of various characteristic length and velocity scales in the dimensionless form for polygonal cylinder wake. Asterisks denote normalisations by $D$ and/or $U_{\infty }$. Note that the free streamlines and reversed flow zone are drawn based on the PIV data obtained at $Re=1.0\times 10^{4}$. The bottom streamline uses the mirror image of the top one due to the shadow of the cylinder (laser illumination comes from above).

Figure 9

Figure 9. The dimensionless characteristic length scales ($x_{R}^{\ast },D_{w}^{\ast },x_{w}^{\ast }$, defined in figure 8) as functions of $N$, at $Re=1.0\times 10^{4}$.

Figure 10

Figure 10. Dependence of the universal $C_{D}^{+}$ and $St^{+}$, as compared to $C_{D}$ and $St$, on $N$. $Re=1.0\times 10^{4}$.

Figure 11

Figure 11. Smoke streak flow visualisation images for all the testing cases at $Re=1.0\times 10^{4}$.

Figure 12

Figure 12. Schematic diagrams indicating the location of the separation point above the centreline, marked by a circle, and the separation angle $\unicode[STIX]{x1D703}_{s}$, marked by $\measuredangle$, as determined at $Re=1.0\times 10^{4}$.

Figure 13

Figure 13. Smoke streak flow visualisation for (a) 12C, (b) 12F, (c) 16C and (d) 16F when the transition occurs. $Re=5.0\times 10^{4}$. The arrows indicate the approximate mean separation point, since instantaneously the separation point oscillates from one instant to the next.

Figure 14

Figure 14. Correlation between $C_{D}$ and $\unicode[STIX]{x1D703}_{s}$ at $Re=1.0\times 10^{4}$.

Figure 15

Figure 15. Dependence of the angle $\unicode[STIX]{x1D709}$ on $N$, based on (3.8), in the absence of the transition.

Figure 16

Figure 16. Dependence on $\unicode[STIX]{x1D709}$ of (a) $C_{D}$ at $Re=5.0\times 10^{4}$; (b) $C_{D}$ at $Re=2.0\times ,5.0\times ,10.0\times 10^{4}$; (c) $St$ at $Re=5.0\times 10^{4}$; (d) $St$ at $Re=2.0\times ,5.0\times ,10.0\times 10^{4}$. The dashed lines are the least-square-fits to the data of the circular cylinder and $N\leqslant 8$ in (b,d), where no transition takes place. The data obtained in the wake of a circular cylinder at $Re=40.0\times 10^{4}$ from Wieselsberger (1921) and Bearman (1969) are also included for comparison. The left-pointing arrows in (a,c) illustrate the effects of the transition on the estimate of $\unicode[STIX]{x1D709}$, that is, $\unicode[STIX]{x1D709}$ changes from the black colour symbol to the red once the transition occurs.

Figure 17

Figure 17. Empirical relation between $St$ and $C_{D}$ for all the cases tested at $Re=(1.0\sim 6.0)\times 10^{4}$. $\unicode[STIX]{x1D701}=C_{D}^{0.6}St=0.2$ is the fitting curve based on the least-squares technique, with $\unicode[STIX]{x1D701}=0.22$ and 0.18 corresponding to the upper and the lower envelopes, respectively. Correlations by Hoerner (1965), Ahlborn et al. (2002) and Alam & Zhou (2008) are also included for the purpose of comparison.

Figure 18

Figure 18. Evaluation of various $St\sim C_{D}$ relations (3.11)–(3.14): (a) $St$ calculated from $C_{D}$ on a circular cylinder summarised in Tropea et al. (2007); (b) $C_{D}$ calculated from $St$ on a square cylinder summarised in Blevins (1990). Experimental data from Okajima (1982), White (2001) and Alam & Zhou (2008) are included for the purpose of comparison.

Figure 19

Table 2. The $C_{D}$ and $St$ values of various irregular polygonal cylinders reported in the literature and their correlation coefficient $\unicode[STIX]{x1D701}$ calculated from (3.11). In the table, CW, FW and CL denote the windward-facing curved surface, the windward-facing flat surface and the leeward-facing curved surface, respectively; RC and CC represent the rounded corner and the chamfered corner, respectively; $r$, $d$ and $c$ are the abbreviations for the radius of the rounded corner, the side length of the square cylinder and the size of the chamfered corner, respectively.