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Asymmetric wakes in flows past circular cylinders confined in channels

Published online by Cambridge University Press:  27 February 2023

Wilson Lu*
Affiliation:
Department of Mechanical Engineering, The University of Melbourne, Victoria 3010, Australia
Daniah Aljubaili
Affiliation:
Department of Mechanical Engineering, The University of Melbourne, Victoria 3010, Australia
Tony Zahtila
Affiliation:
Department of Mechanical Engineering, The University of Melbourne, Victoria 3010, Australia
Leon Chan
Affiliation:
Department of Mechanical Engineering, The University of Melbourne, Victoria 3010, Australia
Andrew Ooi
Affiliation:
Department of Mechanical Engineering, The University of Melbourne, Victoria 3010, Australia
*
†Email address for correspondence: wilson.lu@unimelb.edu.au

Abstract

In this paper, we investigate the flow past a circular cylinder confined in a channel at a blockage ratio of $\beta =0.7$ (the ratio of the cylinder diameter and the channel height) for Reynolds numbers between ${\textit {Re}}=300$ and $3900$ using direct numerical simulation (DNS). We show for varying Reynolds numbers a wide range of wake dynamics occur as the spanwise domain length is changed. At a lower Reynolds number of ${\textit {Re}}=300$, a reverse von Kármán wake alongside either a top- or bottom-biased asymmetry was observed at different spanwise locations. The asymmetry was structurally similar the two-dimensional asymmetry studied by prior investigators, and was found to be a result of the confinement effect. Further, wake-jumping between the two intermittent states was present. For larger Reynolds numbers, ${\textit {Re}}=1000$ and $3900$, these asymmetric structures were found to become dominant. We also examine the dependence of the asymmetries on the spanwise domain. For small spanwise domains the asymmetries were uniformly orientated across the span. In contrast, for sufficiently large spanwise domains, the asymmetry flips its orientation at different spanwise locations. Comparisons of flow statistics demonstrate good agreement between the different spanwise domains, which suggests the same mechanism maintains the asymmetry in both cases. Further analysis at ${\textit {Re}}=1000$ found the number of times the wake flips is dependent on the initial conditions, with a wake that flips zero (purely asymmetric), two and four times being observed. These structures were also determined to remain stable over time scales of $1000D/U$.

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Creative Commons
Creative Common License - CCCreative Common License - BY
This is an Open Access article, distributed under the terms of the Creative Commons Attribution licence (https://creativecommons.org/licenses/by/4.0/), which permits unrestricted re-use, distribution, and reproduction in any medium, provided the original work is properly cited.
Copyright
© The Author(s), 2023. Published by Cambridge University Press
Figure 0

Figure 1. Schematic diagram of the geometry considered, where $L_i$ is the inlet length, $L_o$ is the outlet length, $D$ is the cylinder diameter and $H$ is the channel height.

Figure 1

Figure 2. Topology of the macro-element mesh used in the $S5$ case.

Figure 2

Table 1. Summary of cases considered in this study with mesh statistics.

Figure 3

Figure 3. Contours of the ratio $\varDelta /\eta$ for (a) ${\textit {Re}}=300$, (b) ${\textit {Re}}=1000$ and (c) ${\textit {Re}}=3900$.

Figure 4

Figure 4. Distribution of $y^+$ values of the first grid point for (a) the cylinder surface and (b) the channel walls. The blue, grey and red lines denote the $y^+$ values for ${\textit {Re}}=300$, $1000$ and $3900$, respectively. In (b), dotted and dashed lines denote the top and bottom walls, respectively.

Figure 5

Figure 5. Time- and spanwise-averaged profiles of the (a) streamwise and (b) crossflow velocity fluctuations at the streamwise locations $x/D=1.06$, $1.54$ and $2.02$ for the unconfined case at ${\textit {Re}}=3900$. (——) Present DNS, $(\bullet )$ experimental data of Parnaudeau et al. (2008), (– – –) large eddy simulation data of Jiang & Cheng (2021) (Case 6).

Figure 6

Figure 6. Isosurfaces of $\lambda _{2}=-0.5$ for ${\textit {Re}}=300$ colourised by the streamwise vorticity. Regions dominated by packets of coherent: (i) streamwise vortices demarcated by the solid ellipse; and (ii) spanwise vortices by the dotted ellipse.

Figure 7

Figure 7. Contours of the spanwise vorticity along several spanwise planes (a) $z/D=2$, (b) $z/D=4$, (c) $z/D=8$ and (d) $z/D=14.5$ for ${\textit {Re}}=300$. The orange dots indicate the locations of the probes used to construct the spectra and spacetime diagram for this flow configuration.

Figure 8

Figure 8. Contours of the spanwise vorticity for ${\textit {Re}}=300$ as in figure 7. Overlain are isosurfaces of $\lambda _{2}=-0.5$ between (a) $2\leq z/D\leq 3$, (b) $4\leq z/D\leq 5$, (c) $8\leq z/D\leq 9$ and (d) $14.5\leq z/D\leq 15.5$. Isosurfaces are colourised by the spanwise vorticity.

Figure 9

Figure 9. Isosurfaces of $\lambda _{2}=-10$ for ${\textit {Re}}=1000$ colourised by the streamwise vorticity.

Figure 10

Figure 10. Contours of the spanwise vorticity along the spanwise planes (a) $z/D=13$, (b) $z/D=15.5$ and (c) $z/D=18$ for ${\textit {Re}}=1000$. The orange dots indicate the locations of the probes used to construct the spectra and spacetime diagram for this flow configuration.

Figure 11

Figure 11. Contours of the spanwise vorticity for ${\textit {Re}}=1000$ as in figure 10. Overlain are isosurfaces of $\lambda _{2}=-10$ between (a) $13\leq z/D\leq 14$, (b) $15.5\leq z/D\leq 16.5$ and (c) $18\leq z/D\leq 19$. Isosurfaces are colourised by the spanwise vorticity.

Figure 12

Figure 12. Contours of the spanwise vorticity along spanwise planes (a) $z/D=9.5$, (b) $z/D=12$ and (c) $z/D=14.5$ for ${\textit {Re}}=3900$. The orange dots indicate the locations of the probes used to construct the spectra and spacetime diagram for this flow configuration.

Figure 13

Figure 13. Contours of the spanwise vorticity for the case of ${\textit {Re}}=3900$ as in figure 12. Overlain are isosurfaces of $\lambda _{2}=-15$ between (a) $9.5\leq z/D\leq 10.5$, (b) $12\leq z/D\leq 13$ and (c) $14.5\leq z/D\leq 15.5$. Isosurfaces are colourised by the spanwise vorticity.

Figure 14

Figure 14. Streamwise velocity spectra for (a) ${\textit {Re}}=300$ at $(x/D,y/D)=(3,0)$, (b) ${\textit {Re}}=1000$ at $(x/D,y/D)=(4,0)$ and (c) ${\textit {Re}}=3900$ at $(x/D,y/D)=(2,0)$. The dashed line depicts the cutoff frequency used in the filtering process.

Figure 15

Figure 15. Time-series of (a) the (light grey solid line) raw and (black solid line) low-pass filtered crossflow velocity signals and (b) (solid line) high-pass filtered crossflow velocity signal and its (dashed line) envelope for ${\textit {Re}}=300$. The probe is placed at the streamwise location $x/D=3$ along the spanwise plane $z/D=10$. Overlain in (a) are contours of the spanwise vorticity at $(t-t_{0})U/D=200$ and $700$ along with an orange dot to indicate the location of the probe.

Figure 16

Figure 16. Spacetime diagram of the (a) the low-pass filtered crossflow velocity, and (b) the envelope at the location $(x/D,y/D)=(3,0)$ over the time interval $0\leq (t-t_{0})U/D\leq 1000$ for ${\textit {Re}}=300$. The dotted lines indicate the locations and time interval where local flow statistics are taken.

Figure 17

Figure 17. Time series of the (light grey solid line) raw and (black solid line) low-pass filtered velocity signal for (a) ${\textit {Re}}=1000$ at the streamwise location $x/D=4$ along the spanwise plane $z/D=2.9$ and (b) ${\textit {Re}}=3900$ at the streamwise location $x/D=2$ along the spanwise plane $z/D=17.96$. Inset are contours of the spanwise vorticity at $(a)$ $(t-t_{0})U/D=100$ and $600$ and (b) $(t-t_{0})U/D=75$ and $400$ along with an orange dot to indicate the location of the probe.

Figure 18

Figure 18. Spacetime diagram of the low-pass filtered crossflow velocity for (a) $L_{z}/D=4.5$, (b) $L_{z}/D=12$ and (c) $L_{z}/D=20$ at the location $(x/D,y/D)=(4,0)$ over the time interval $0\leq (t-t_{0})U/D\leq 1000$ for ${\textit {Re}}=1000$. The dashed rectangle is indicative of regions of variations in wake length. The dotted lines indicate the locations and time interval where local flow statistics are taken.

Figure 19

Figure 19. Spacetime diagram of the low-pass filtered crossflow velocity at the location $(x/D,y/D)=(2,0)$ over the time interval $0\leq (t-t_{0})U/D\leq 500$ for ${\textit {Re}}=3900$. The dotted lines indicate the locations and time interval where local flow statistics are taken.

Figure 20

Figure 20. Spacetime diagram of the low-pass filtered crossflow velocity at $(x/D,y/D)=(4,0)$ for ${\textit {Re}}=1000$ over the time interval $0\leq (t-t_{0})U/D\leq 1000$ with $L_{z}/D=4.5$, where $t_{0}$ is taken at the beginning of the simulation. Here the initial condition is taken as a rescaled solution from simulations conducted with $L_{z}/D=12$.

Figure 21

Figure 21. Spacetime diagram of the low-pass filtered crossflow velocity at ${\textit {Re}}=1000$ with $f_{c}D/U=0.5$ for (a) case (i), quiescent initialisation and (b) case (ii), artificial repetition. The probe is placed at $(x/D,y/D)=(4,0)$.

Figure 22

Figure 22. Contours of the time- and spanwise-averaged streamwise velocity for (a) ${\textit {Re}}=300$, (b) ${\textit {Re}}=1000$ for spanwise domains of (b i) $L_{z}/D=4.5$, (b ii) $L_{z}/D=12$ and (b iii) $L_{z}/D=20$ and (c) ${\textit {Re}}=3900$.

Figure 23

Figure 23. (a,c,e) Time-averaged spanwise spectra and (b,d, f) time dependence of the energy of the first four wavenumbers for (a,b) ${\textit {Re}}=300$, (c,d) ${\textit {Re}}=1000$ and (e, f) ${\textit {Re}}=3900$. Symbols denote ($\blacktriangle$) $k^{(1)}$, ($\bullet$) $k^{(2)}$, ($\blacksquare$) $k^{(3)}$, ($\times$) $k^{(4)}$ and ($\circ$) $k^{(n\geq 5)}$.

Figure 24

Figure 24. Contours of the locally averaged streamwise velocity $\bar {u}/U$ along the spanwise coordinates (a) $z/D=3$, (b) $z/D=6$ and (c) $z/D=10$ for ${\textit {Re}}=300$.

Figure 25

Figure 25. Contours of the (a,c,e) streamwise and (b,d, f) crossflow velocity fluctuations along the spanwise coordinates (a,b) $z/D=3$, (c,d) $z/D=6$ and (e, f) $z/D=10$ for ${\textit {Re}}=300$.

Figure 26

Figure 26. Contours of (a) the locally averaged spanwise vorticity at $z/D=6$ and (b) the instantaneous spanwise vorticity for a two-dimensional flow, at a Reynolds number of ${\textit {Re}}=300$.

Figure 27

Figure 27. Contours of the locally averaged streamwise velocity $\bar {u}/U$ along the spanwise coordinates (a) $z/D=7$, (b) $z/D=9.65$ and (c) $z/D=12.5$ for ${\textit {Re}}=1000$.

Figure 28

Figure 28. Contours of the (a,c,e) streamwise and (b,d, f) crossflow velocity fluctuations along the spanwise coordinates (a,b) $z/D=7$, (c,d) $z/D=9.65$ and (e, f) $z/D=12.5$ for ${\textit {Re}}=1000$.

Figure 29

Figure 29. Contours of (a) the locally averaged spanwise vorticity at $z/D=12.5$ for a computational domain of $L_{z}/D=20$, (b) the globally averaged spanwise vorticity for a spanwise domain of $L_{z}/D=4.5$ and (c) the spanwise vorticity for a two-dimensional flow.

Figure 30

Figure 30. Contours of the locally averaged streamwise velocity $\bar {u}/U$ along the spanwise coordinates (a) $z/D=9.25$, (b) $z/D=11.75$ and (c) $z/D=14.25$ for ${\textit {Re}}=3900$.

Figure 31

Figure 31. Contours of the (a,c,e) streamwise and (b,d, f) crossflow velocity fluctuations along the spanwise coordinates (a,b) $z/D=9.25$, (c,d) $z/D=11.75$ and (e, f) $z/D=14.25$ for ${\textit {Re}}=3900$.

Figure 32

Figure 32. Convergence of the time- and spanwise-averaged (a) streamwise velocity $\bar {u}/U$ and (b) crossflow velocity $\bar {v}/U$ for ${\textit {Re}}=1000$. Symbols represent simulations run with (——) $L_{z}/D=4.5$ restarted from a simulation at ${\textit {Re}}=300$, ($\cdots \cdots$) $L_{z}/D=4.5$ restarted with a rescaled solution from $L_{z}/D=12$, and ($\circ$) $L_{z}/D=20$ restarted using case (ii) from § 3.3.

Figure 33

Figure 33. Contours of the time- and spanwise-averaged streamwise velocity for (a) case (i) and (b) case (ii).

Figure 34

Figure 34. (a,c) Time-averaged spanwise spectra and (b,d) time dependence of the energy of the first four wavenumbers for (a,b) case (i) and (b) case (ii) from § 3.3. Symbols denote ($\blacktriangle$) $k^{(1)}$, ($\bullet$) $k^{(2)}$, ($\blacksquare$) $k^{(3)}$, ($\times$) $k^{(4)}$ and ($\circ$) $k^{(n\geq 5)}$.

Figure 35

Figure 35. Convergence of the time- and spanwise-averaged (a) streamwise velocity $\bar {u}/U$, and (b) crossflow velocity $\bar {v}/U$ for ${\textit {Re}}=300$. Symbols represent statistics averaged over ($\blacktriangle$) $0\leq (t-t_{0})U/D\leq 100$, ($\bullet$) $0\leq (t-t_{0})U/D\leq 500$ and (——) $0\leq (t-t_{0})U/D\leq 1000$.

Figure 36

Figure 36. Convergence of the time- and spanwise-averaged (a) streamwise velocity $\bar {u}/U$ and (b) crossflow velocity $\bar {v}/U$ for ${\textit {Re}}=1000$. Symbols represent statistics averaged over ($\blacktriangle$) $0\leq (t-t_{0})U/D\leq 100$, ($\bullet$) $0\leq (t-t_{0})U/D\leq 500$ and (——) $0\leq (t-t_{0})U/D\leq 1000$.

Figure 37

Figure 37. Convergence of the time- and spanwise-averaged (a) streamwise velocity $\bar {u}/U$ and (b) crossflow velocity $\bar {v}/U$ for ${\textit {Re}}=3900$. Symbols represent statistics averaged over ($\blacktriangle$) $0\leq (t-t_{0})U/D\leq 100$, ($\bullet$) $0\leq (t-t_{0})U/D\leq 250$ and (——) $0\leq (t-t_{0})U/D\leq 500$.