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How vortex dynamics affects the structural load in step cylinder flow

Published online by Cambridge University Press:  27 September 2023

Cai Tian*
Affiliation:
Department of Marine Technology, Norwegian University of Science and Technology (NTNU), NO-7491 Trondheim, Norway
Jianxun Zhu
Affiliation:
Department of Marine Technology, Norwegian University of Science and Technology (NTNU), NO-7491 Trondheim, Norway
Lars Erik Holmedal
Affiliation:
Department of Marine Technology, Norwegian University of Science and Technology (NTNU), NO-7491 Trondheim, Norway
Helge I. Andersson
Affiliation:
Department of Marine Technology, Norwegian University of Science and Technology (NTNU), NO-7491 Trondheim, Norway Department of Energy and Process Engineering, NTNU, NO-7491 Trondheim, Norway
Fengjian Jiang
Affiliation:
SINTEF Ocean, NO-7052 Trondheim, Norway
Bjørnar Pettersen
Affiliation:
Department of Marine Technology, Norwegian University of Science and Technology (NTNU), NO-7491 Trondheim, Norway
*
Email address for correspondence: cai.tian@ntnu.no

Abstract

The vortex dynamics and the structural load in a step cylinder (consisting of a small, d, and a large, D, cylinder) flow are investigated numerically at Reynolds number ($Re_D$) 150 for diameter ratios $D/d=2.0, 2.4$ and 2.8. First, the formation mechanism of a non-uniform oblique vortex shedding (the vortex shedding frequency remains unchanged as the oblique shedding angle varies) behind the small cylinder is explained: an increase in the production rate of the vortex strength and a farther downstream movement of the vortex formation position occur simultaneously as the vicinity of the step is approached along the small cylinder. Second, the structural load (the drag and lift) along the step cylinder is investigated, where four local extremes (two local minima and two local maxima) are observed. An in-depth investigation of the vortex dislocation effects on the structural load is provided, showing that the decreased circulation in the near wake and the weakened staggered Kármán vortex shedding pattern cause a major reduction (90 %) of the sectional lift amplitude and a relatively modest reduction (5.7 %) of the sectional drag amplitude, compared with the corresponding sectional force when no vortex dislocation occurs. This new knowledge combined with the three-dimensional effect of the step cylinder wake (caused by the blending of the small and larger cylinder wakes around the step) explain the formation of the four local extremes and the distribution of the structural load between them. Finally, it is found that the increasing $D/d$ amplifies the structural load variation along the step cylinder.

Information

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JFM Papers
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This is an Open Access article, distributed under the terms of the Creative Commons Attribution-NonCommercial licence (http://creativecommons.org/licenses/by-nc/4.0), which permits non-commercial re-use, distribution, and reproduction in any medium, provided the original article is properly cited. The written permission of Cambridge University Press must be obtained prior to any commercial use.
Copyright
© The Author(s), 2023. Published by Cambridge University Press.
Figure 0

Figure 1. (a) A sketch of the step cylinder geometry. The diameters of the small and large cylinders are $d$ and $D$, respectively. Here, $l$ is the length of the small cylinder, and $L$ is the length of the large cylinder. The origin is located at the centre of the interface between the small and large cylinders. The uniform incoming flow $U$ is in the positive $x$-direction. The three directions are named streamwise ($x$-direction), cross-flow ($y$-direction) and spanwise ($z$-direction). (b) Instantaneous wake behind a step cylinder with $D/d=2$ at $Re_D=150$, taken at the moment when vortex dislocations occur. The wake structures are shown by the isosurfaces of $\lambda _2=-0.1$ (Jeong & Hussain 1995) from the present simulation. The vortex structures (the SS-half-loop, NL-loop, NN-loop and LL-half-loop) that form when the vortex dislocation occurs between the neighbouring vortex cells (the S- and N-cell vortices; the N- and L-cell vortices) are denoted by the coloured curves on the isosurface.

Figure 1

Figure 2. An illustration of the multi-level grids in the $xz$-plane at $y/D=0$. Each square represents a slice of the corresponding cubic Cartesian grid box that contains $N \times N \times N$ grid cells. Here, there are six levels of grid boxes as indicated by numbers.

Figure 2

Figure 3. Computational domain and coordinate system are illustrated from (a) side view and (b) top-down view.

Figure 3

Table 1. Mesh and computational domain information of all simulations in the present study. The case Coarse has five levels of grids, and the other cases all have six levels of grids. The cases Coarse, Medium and Fine-28A are used for the grid study. The cases Fine-28A, Fine-28B and Fine-28C are used for the spanwise length study. As shown in figure 2, the minimum grid cells ($\varDelta _c/D$) cover the region around the step cylinder.

Figure 4

Figure 4. Instantaneous isosurface of $\lambda _2=-0.05$ at $Re_D=150$: (a) the $D/d=2.0$ case, (b) the $D/d=2.4$ case and (c) the $D/d=2.8$ case. The approximate extensions of the three vortex cells (S-, N- and L-cell vortices) and the local shedding angle $\alpha _L$ of the L-cell vortices and $\alpha _S$ of the S-cell vortices are indicated.

Figure 5

Figure 5. Spanwise distribution of (a) the angle of the vortex tubes in the S-cell region ($z/D>2.5$); (b) the time-averaged base pressure coefficient $\overline {C_{pb}}$ on the small cylinder part; (c) the vortex formation length $L_f/d$ on the small cylinder part. In (b), the circle represents the corresponding base pressure obtained from Rajani, Kandasamy & Majumdar (2009). Here, $\overline {C_{pb}}$ is given by $\overline {C_{pb}}=(\overline {P_b}-P_0)/(0.5\rho U^2)$, where $P_0$ is the pressure at the outlet boundary and $\overline {P_b}$ is the time-averaged pressure along a sampling line 0.02$D$ behind the cylinder wall in the $xz$-plane at $y/D=0$. The distance $h=0.02D$ is selected because it is slightly larger than the smallest cell's diagonal ($\sqrt {2}\varDelta < h=0.02D<1.5\sqrt {2}\varDelta$ where $\varDelta =0.01D$) such that we safely avoid the wiggles possibly caused by cells directly cut by the cylinder surface and still stay as close as possible to the surface.

Figure 6

Table 2. The Strouhal number of the S-cell vortex ($St_S = f_S D/U$) is obtained from a discrete Fourier transform of the time series of the streamwise velocity $u$ along a vertical sampling line positioned at $(x/D, y/D)=(0.6, 0.2)$ over at least 1000 time units ($D/U$) for three cases. In the third column, the empirical Strouhal number of the small cylinder ($St'_S$) is calculated by using equation $St'_S=(0.2663-1.019/Re_d^{0.5})\times D/d$ from Norberg (2003).

Figure 7

Figure 6. The time-averaged pressure contour in the $xz$-plane at $y/D=0$ (a) in the $D/d=2.0$ case, (b) in the $D/d=2.8$ case. The time-averaged streamlines in the region marked by the red rectangle in (a) are plotted in (c) in the $D/d=2.0$ case, (d) in the $D/d=2.8$ case. The location where the recirculation region ends is outlined by the red curve in (c,d); the coordinates of three representative locations are also denoted.

Figure 8

Figure 7. (a) Time evolution of the vortex strength $\varGamma /DU$ of two consecutive S-cell vortices in the $xy$-plane at $z/D=10$. The vortex strength is integrated within the white isoline $\lambda _2=-1.7$. (b) The instantaneous spanwise vorticity $\omega _z$ in the $xy$-plane at $z/D=10$ at $tU/D=1003.45$ (the peak $P1$ in panel a). (c) Same as panel (a) but in the $xy$-plane at $z/D=3$. (d) Same as panel (b) but in the $xy$-plane at $z/D=3$ at $tU/D=1001.71$ (the peak $P3$ in panel c). The time of occurrence and vortex strength for four peaks ($P1$, $P2$, $P3$ and $P4$) are marked in (a,c). The formation position of the monitored S-cell vortex is obtained by detecting the centre of the white ($\lambda _2=-1.7$) and black ($\lambda _2=-3.0$) isolines.

Figure 9

Figure 8. (a) Cross-flow velocity component $v$ as a function of the non-dimensional time, along the spanwise sampling line at $(x/D, y/D)=(0.6, 0)$ in the $D/d=2.0$ case. The black line sketches the position where vortex dislocations occur between the N- and L-cell vortices. The averaged dislocation position is defined as the centre of the black line and illustrated by the red line. (b,c) Time history of $C_D$ and $C_L$ at $z/D=-5.5$ (the horizontal red line in panel a) in the $D/d=2.0$ case.

Figure 10

Figure 9. Isosurface of $\lambda _2=-0.05$ showing shedding of N- and L-cell vortices when there is no vortex dislocation in the $D/d=2.0$ case: (a) $tU/D=t1$, (b) $tU/D=t2$, (c) $tU/D=t3$, (d) $tU/D=t4$, (e) $tU/D=t5$. (fj) The corresponding instantaneous vorticity $\omega _z$ contour in the $xy$-plane at $z/D=-5.5$ (the red line marked in panels ae). (k) Time history of the lift force coefficient $C_L$. Five typical time instants $t1$$t5$ are marked.

Figure 11

Figure 10. Isosurface of $\lambda _2=-0.05$ showing shedding of N- and L-cell vortices when vortex dislocations occur in the $D/d=2.0$ case: (a) $tU/D=t6$, (b) $tU/D=t7$, (c) $tU/D=t8$, (d) $tU/D=t9$, (e) $tU/D=t10$. (fj) The corresponding instantaneous vorticity $\omega _z$ contour in the $xy$-plane at $z/D=-5.5$ (the red line marked in panels ae). (k) Time history of the lift force coefficient $C_L$. Five typical time instants $t$6–$t$10 are marked.

Figure 12

Figure 11. Contour of instantaneous vorticity $\omega _z$ in the $xy$-plane at $z/D=-5.5$: (a) at $t2$ shown in figure 9(g); (b) at $t7$ shown in figure 10(g); (c) the circumferential distribution of instantaneous pressure along the cylinder slices in (a,b). The position angle $\theta$ is measured from the front stagnation point, i.e. $\theta =180$ represents the rear stagnation point. The shape of the concentrated $\omega _z$ region is shown by the black isoline of $\omega _z$ = $\pm$ 2. Based on (3.1), the circulation in the region marked by the black and dotted rectangles in (a,b) is calculated and shown.

Figure 13

Figure 12. In the $D/d=2.0$ case: (a) the spanwise distribution of the total drag coefficient ($\overline {C_D}$); (b) the spanwise distribution of the viscous ($\overline {C_{Df}}$) and pressure ($\overline {C_{Dp}}$) drag coefficients. In (a), two local extremes of the total drag coefficient ($EX_{DS}$ and $EX_{DL}$) are denoted. Several noteworthy variations of $\overline {C_D}$ are sketched.

Figure 14

Figure 13. (a) Streamline around the step area in the $xz$-plane at $y/D=0$ in the $D/d=2$ case. (b) Time-averaged pressure contour plotted in the plane used in (a). (c) The distribution of time-averaged pressure on the surface of the small cylinder at $z/D = 14.5$, 0.8 and 0.2. The position angle $\theta$ is measured from the front stagnation point, i.e. $\theta =180$ represents the rear stagnation point. (d) Streamwise velocity distribution at $\theta =90$ and 0.1$d$ away from the small cylinder wall in the $D/d=2.0$, 2.4 and 2.8 cases.

Figure 15

Figure 14. The time-averaged streamlines in the $D/d=2.0$ case on the $xy$-plane: (a) at $z/D=-20$; (b) at $z/D=-1.7$; (c) at $z/D=-0.2$. (d) The circumferential distribution of time-averaged pressure on the large cylinder part at $z/D = -20$ (green dotted curve), $-1.7$ (red dashed curve) and $-0.2$ (black curve). The location of the recirculation centre is marked by the red line in (ac).

Figure 16

Figure 15. Time-averaged pressure contour in the $yz$-plane: (a) at $x/D=-0.2$, (b) at $x/D=0.6$.

Figure 17

Figure 16. (a) The time history of $C_D$ in the $D/d=2.0$ case at $z/D=-7.5$ (red), $-5.5$ (black) and $-1.8$ (green). (b) Cross-flow velocity component $v$ as a function of the non-dimensional time, along spanwise sampling line at $(x/D, y/D)=(0.6, 0)$ in the $D/d=2.0$ case. (c) The time history of $C_L$ in the $D/d=2.0$ case is monitored at $z/D=-15$ (black), $-5$ (red), $-3.2$ (green) and $-0.7$ (blue). The red thick line in panel (b) highlights the position where vortex dislocations occur. The red thick line in the time axis of (a,c) marks the time when vortex dislocations occur.

Figure 18

Figure 17. In the $D/d=2.0$ case: (a) the spanwise distribution of the root mean square of lift coefficient ($\overline {C'_L}$); (b) the spanwise distribution of the viscous ($\overline {C'_{Lf}}$) and pressure ($\overline {C'_{Lp}}$) drag coefficients. In (a), two local extremes of the root mean square of lift coefficient ($EX_{LL1}$ and $EX_{LL2}$) are denoted.

Figure 19

Figure 18. (a) The time history of $C_L$ is shown at $z/D=6.2$ (black), 1.2 (red) and 0.4 (green). (b) The instantaneous spanwise vorticity $\omega _z$ in the $xy$-plane at $z/D=6.2$ at the time instant marked by the peak $P1$ in panel (a). (c) Same as panel (b) but in the $xy$-plane at $z/D=1.2$ at the time instant marked by the peak $P2$ in panel (a). (d) Same as panel (b) but in the $xy$-plane at $z/D=0.4$ at the time instant marked by the peak $P3$ in panel (a). The shape of the concentrated $\omega _z$ region is shown by the black isoline of $\omega _z = \pm 3$. The vortex strength is integrated within the white isoline $\lambda _2=-1.7$.

Figure 20

Figure 19. The distribution of structural loads in the $D/d=2.0$, 2.4 and 2.8 cases are sketched in black, red and green, respectively. (a) The spanwise distribution of the total drag coefficient ($\overline {C_D}$); (a i) a close up of (a) at the black dotted rectangle; (b) the spanwise distribution of the viscous ($\overline {C_{Df}}$) and pressure ($\overline {C_{Dp}}$) drag coefficients; (c) the spanwise distribution of the root mean square of drag coefficient ($\overline {C'_L}$); (d) the spanwise distribution of the viscous ($\overline {C'_{Lf}}$) and pressure ($\overline {C'_{Lp}}$) lift coefficients. In (a,c), the local extremes are marked in all three cases.

Figure 21

Figure 20. The time-averaged streamlines for $D/d=2.8$ on the $xy$-plane: (a) at $z/D=-20$; (b) at $z/D=-1.7$; (c) at $z/D=-0.2$. The location of the circulation centre is marked by the red line.

Figure 22

Figure 21. Cross-flow velocity component $v$ as a function of the non-dimensional time, along spanwise sampling line at $(x/D, y/D)=(0.6, 0)$ for $D/d=2.8$. The red thick line highlights the position where vortex dislocations occur.

Figure 23

Table 3. The Strouhal number ($St$) of three dominating vortex cells ($St_S = f_S D/U$, $St_N = f_N D/U$ and $St_L = f_L D/U$) for the three cases with $D/d=2.8$, i.e. Coarse, Medium and Fine-28A, as shown in table 1. By means of the empirical $St_S=(0.2663-1.019/Re_d^{0.5})\times 2.8$ from Norberg (2003), the empirical Strouhal number of the S-cell vortex ($St_{S}$) is calculated and shown in the fifth row.

Figure 24

Figure 22. Distributions of time-averaged streamwise velocity $\bar {u}/U$ along a sampling line AB in the $xz$-plane at $y/D=0$ in the $D/d=2.8$ case. Inset: (a i) a zoomed-in view of the upper part of the curves (red rectangle); (a ii) a sketch of the position of the sampling line AB of a length 0.8$D$ at $x/D=-0.4$.

Figure 25

Figure 23. Distribution of time-averaged force coefficients in the three $D/d=2.8$ cases with different grid resolutions: (a) drag coefficient $\overline {C_D}$, (b) lift coefficient $\overline {C'_L}$. Inset: (a i) a zoomed-in view of the curves marked by the red rectangle in panel (a). The rectangle and cross are the drag coefficients corresponding to the Reynolds number 50 and 55, obtained from Rajani et al. (2009).

Figure 26

Figure 24. Distribution of time-averaged force coefficients in the three $D/d=2.8$ cases with different spanwise lengths: (a) drag coefficient $\overline {C_D}$, (b) lift coefficient $\overline {C'_L}$.

Figure 27

Figure 25. Spanwise variation of the angle $\alpha$ of the vortex tubes in the S-cell region ($z/D>2.5$) in the three $D/d=2.8$ cases with different spanwise lengths.