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The structure of turbulence in unsteady flow over urban canopies

Published online by Cambridge University Press:  16 April 2024

Weiyi Li
Affiliation:
Department of Civil Engineering and Engineering Mechanics, Columbia University, New York, NY 10027, USA
Marco G. Giometto*
Affiliation:
Department of Civil Engineering and Engineering Mechanics, Columbia University, New York, NY 10027, USA
*
Email address for correspondence: mg3929@columbia.edu

Abstract

The topology of turbulent coherent structures is known to regulate the transport of energy, mass and momentum in the atmospheric boundary layer (ABL). While previous research has primarily focused on characterizing the structure of turbulence in stationary ABL flows, real-world scenarios frequently deviate from stationarity, giving rise to nuanced and poorly understood changes in the turbulence geometry and associated transport mechanisms. This study sheds light on this problem by examining topological changes in ABL turbulence induced by non-stationarity and their effects on momentum transport. Results from a large-eddy simulation of pulsatile open channel flow over an array of surface-mounted cuboids are examined. The analysis reveals that the flow pulsation triggers a phase-dependent shear rate, and the ejection-sweep pattern varies with the shear rate during the pulsatile cycle. From a turbulence structure perspective, it is attributed to the changes in the geometry of hairpin vortices. An increase (decrease) in the shear rate intensifies (relaxes) these structures, leading to an increase (decrease) in the frequency of ejections and an amplification (reduction) of their percentage contribution to the total momentum flux. Furthermore, the size of the hairpin packets undergoes variations, which depend on the geometry of the constituting hairpin vortices, yet the packet inclination preserves its orientation throughout the pulsatile cycle. These observations reinforce the important role non-stationarity holds in shaping the structure of ABL turbulence and the momentum transport mechanisms it governs.

Information

Type
JFM Papers
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 (http://creativecommons.org/licenses/by/4.0), which permits unrestricted re-use, distribution and reproduction, provided the original article is properly cited.
Copyright
© The Author(s), 2024. Published by Cambridge University Press.
Figure 0

Figure 1. Side and planar views of the computational domain (a,b, respectively). The red dashed line denotes the repeating unit.

Figure 1

Figure 2. (a) Long-time-averaged shear stresses from the PP (black) and CP (red) cases. Resolved Reynolds shear stress $\langle \overline {u^\prime _1 u^\prime _3} \rangle _l$, solid lines; dispersive shear stress $\langle \bar {u}^{\prime \prime }_1 \bar {u}^{\prime \prime }_3 \rangle _l$. (b) Long-time-averaged turbulent and wake kinetic energy from the PP (black) and CP (red) cases. Resolved turbulent kinetic energy $k_l = \langle \overline {u^\prime _i u^\prime _i} \rangle _l/2$, solid lines; wake kinetic energy $k_{w,l}=\langle \bar {u}^{\prime \prime }_i \bar {u}^{\prime \prime }_i \rangle _l/2$, dashed lines. Dashed-dotted horizontal lines denote the upper bound of the RSL $(x_3^R)$.

Figure 2

Figure 3. Space–time diagrams of (a) oscillatory shear rate ${\partial \langle \bar {u}_1 \rangle _o}/{\partial x_3}$, (b) oscillatory resolved Reynolds shear stress $\langle \overline {u_1^\prime u_3^\prime }\rangle _o$ and (c) oscillatory resolved turbulent kinetic energy $k_o=\langle \overline {u^\prime _i u^\prime _i}\rangle _o/2$ from the PP case. Results are normalized by $u_{\tau }$ and $h$. Horizontal dashed lines highlight the top of the UCL.

Figure 3

Figure 4. (a) Relative contribution to $\overline {u_1^\prime u_3^\prime }$ by events in each quadrant summed over the wall-parallel planes and the whole sampling time period and (b) relative number of events in each quadrant from the PP case (black) and CP (red) as a function of $x_3$. Cross: outward interaction; triangles: ejection; diamonds: inward interaction; circles: sweep.

Figure 4

Figure 5. (a) Ratio between the numbers of ejections to sweeps ($\gamma _\#$) from the PP case on a streamwise/wall-normal plane. (b) Location of the selected streamwise/wall-normal plane (red dashed line) within a repeating unit. (c) Value of $\gamma _\#$ from the CP case on the same plane. Black dashed lines denote $x_3/h=1.5$, which is the upper limit of the RSL.

Figure 5

Figure 6. (ac) Intrinsic-averaged ratio of contributions to $\overline { u_1^\prime u_3^\prime }$ from ejections and sweeps ($\langle \gamma _c \rangle$); (df) intrinsic-averaged ratio of ejections to sweeps ($\langle \gamma _\# \rangle$); (gi) intrinsic- and phase-averaged shear rate ${\partial \langle \bar {u}_1 \rangle }/{\partial x_3}$ from the PP case at three wall-normal locations within the ISL (a,d,g) $x_3/h=2$, (b,e,h) $x_3/h=3$ and (c,f,i) $x_3/h=4$ as a function of phase. Black dashed lines denote long-time-averaged values, whereas solid red lines represent corresponding quantities from the CP case.

Figure 6

Figure 7. (a) Values of $\langle \gamma _c \rangle$ and (b) $\langle \gamma _\# \rangle$ vs ${\partial \langle \bar {u}_1 \rangle }/{\partial x_3}$ at $x_3/h=2$ (blue), $x_3/h=3$ (green) and $x_3/h=4$ (magenta).

Figure 7

Figure 8. Long-time-averaged two-point correlation coefficient tensor $\bar {R}_{11,l}$ at (a) $x_3^*/h=1.5$, (b) $x_3^*/h=2$, (c) $x_3^*/h=3$ and (d) $x_3^*/h=4$. Black lines correspond to the PP case, and red lines to the CP one. Here, $\bar {R}_{11,l}=0.6$ and $\bar {R}_{11,l}=0.3$ are denoted by solid lines, and dashed lines represent $\bar {R}_{11,l}=0$.

Figure 8

Figure 9. Time evolution of (a) the cross-stream streak width normalized by $h$ and (b) $\partial \langle \bar {u}_1 \rangle /\partial x_3$. The cross-stream width is identified as the first zero crossing of the $\bar {R}_{11}=0$ field.

Figure 9

Figure 10. Value of $\bar {R}_{11,l}$ in the streamwise/wall-normal plane of the PP (black) and CP (red) cases. Results correspond to four reference wall-normal locations: (a) $x_{3}^*/h=1.5$, (b) $x_{3}^*/h=2$, (c) $x_{3}^*/h=3$ and (d) $x_{3}^*/ h=4$. Contour levels (solid lines) range from $0.2$ to $0.5$ with increments of $0.1$. Dashed lines denote the locus of the maximum correlation at each streamwise location. The slopes of the dashed lines represent the tilting angles of the structures.

Figure 10

Figure 11. Time evolution of $\bar {R}_{11}=0.3$ in the streamwise/wall-normal plane. Line colours denote the contours corresponding to different $x_3^*$ planes: $x_3^*/h=1.5$ (black), $x_3^*/h=2$ (blue), $x_3^*/h=3$ (green) and $x_3^*/h=4$ (magenta). Dots highlight the location of the reference plane.

Figure 11

Figure 12. The locus of the maximum $\bar {R}_{11}$ at four phases: $\omega t=0$ (solid lines), $\omega t={\rm \pi} /2$ (dashed lines), $\omega t={\rm \pi}$ (dashed dotted lines) and $\omega t=3{\rm \pi} /2$ (dotted lines). Line colours denote different reference elevations: $x_3^*/h=1.5$ (black), $x_3^*/h=2$ (blue), $x_3^*/h=3$ (green) and $x_3^*/h=4$ (magenta).

Figure 12

Figure 13. (a,b) Instantaneous fluctuating streamwise velocity $u_1^\prime$ normalized by ${u}_{\tau }$ at $x_3=2h$; (c,d) wall-normal swirl strength $\lambda _{s,3}$ of the PP case at $x_3=2h$; (a,c) $\omega t={\rm \pi} /2$; (b,d), $\omega t={\rm \pi}$. Shaded regions in (c,d) highlight the low-momentum ($u_1^\prime <0$) regions. The instantaneous flow fields correspond to the same pulsatile cycle. Green solid lines highlight the background location of the cuboids.

Figure 13

Figure 14. Instantaneous fluctuating streamwise velocity $u_1^\prime$ in a streamwise/wall-normal plane during a pulsatile cycle. Black dashed lines denote the $12^\circ$ structural tilting angle of the coherent structure. Green solid lines represent the canopy layer top.

Figure 14

Figure 15. Vector plot of the conditionally averaged fluctuating velocity (PP case) over the $x_3/h=2$ wall-parallel plane. The flow has been conditioned on a local minimum streamwise velocity event in the same plane. Colour contours represent the wall-normal swirling strength $\lambda _{s,3}$. Green dots identify the cores of the counter-rotating vortices.

Figure 15

Figure 16. Spacing between the composite vortex pair cores $d_{\omega }$, corresponding to local minimum streamwise velocity events at $x_3^e/h=1.5$ (black line), $x_3^e/h=2$ (blue line), $x_3^e/h=3$ (green line) and $x_3^e/h=4$ (magenta line).

Figure 16

Figure 17. Time evolution of the conditionally averaged fluctuating velocity field of the PP case in the streamwise/wall-normal plane $x_2^*/h=0$ given a local minimum streamwise velocity event at $x_3^e/h=2$. Colour contours represent the cross-stream swirling strength $\lambda _{s,2}$. Red and blue lines mark the $\lambda _{s,2}=0.1$ and $\lambda _{s,2}=-0.1$ contours, respectively.

Figure 17

Figure 18. Time evolution of the conditionally averaged fluctuating velocity field in figure 17 in a cross-stream/wall-normal plane $x^\prime _1=-h$. Colour contours represent the streamwise swirling strength $\lambda _{s,1}$. Red and blue lines mark $\lambda _{s,1}=0.1$ and $\lambda _{s,1}=-0.1$, respectively. Green dots identify the cores of the counter-rotating vortices.

Figure 18

Figure 19. Time evolution of the conditionally averaged swirling field $\lambda _s$ of the PP case given a local minimum streamwise velocity event at $x_3^e=2h$. The shown iso-surfaces are for $\lambda _s=0.1$.