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Numerical study of fractal-tree-generated non-equilibrium turbulence

Published online by Cambridge University Press:  17 March 2025

Y. Yin*
Affiliation:
Faculty of Engineering, Institute of Science Tokyo, Tokyo 152-8550, Japan
R. Onishi
Affiliation:
Supercomputing Research Center, Institute of Integrated Research, Institute of Science Tokyo, Tokyo 152-8550, Japan
S. Watanabe
Affiliation:
Research Institute for Applied Mechanics, Kyushu University, Fukuoka 816-8580, Japan
I. Segrovets
Affiliation:
NABLA Mobility, Tokyo 102-0072, Japan
K. Nagata
Affiliation:
Graduate School of Engineering, Kyoto University, Kyoto 615-8540, Japan
T. Aoki
Affiliation:
Supercomputing Research Center, Institute of Integrated Research, Institute of Science Tokyo, Tokyo 152-8550, Japan
*
Corresponding author: Y. Yin, yin.y.ae@m.titech.ac.jp

Abstract

Self-similar fractal tree models are numerically investigated to elucidate the drag coefficient, non-equilibrium dissipation behaviour and various turbulence statistics of fractal trees. For the simulation, a technique based on the lattice Boltzmann method with a cumulant collision term is used. Self-similar fractal tree models for aerodynamic computations are constructed using parametric L-system rules. Computations across a range of tree-height-based Reynolds numbers $Re_H$, from 2500 to 120 000, are performed using multiple tree models. As per the findings, the drag coefficients ($C_D$) of these models match closely with those of the previous literature at high Reynolds numbers ($Re_H \geqslant 60\,000$). A normalization process that collapses the turbulence intensity across various tree models is formulated. For a single tree model, a consistent centreline turbulence intensity trend is maintained in the wake region beyond a Reynolds number of 60 000. The global and local isotropy analysis of the turbulence generated by fractal trees indicates that, at high Reynolds numbers ($Re_H \geqslant 60\,000$), the distant wake can be considered nearly locally isotropic. The numerical results confirm the non-equilibrium dissipation behaviour demonstrated in previous studies involving space-filling fractal square grids. The non-dimensional dissipation rate $C_\epsilon$ does not remain constant; instead, it becomes approximately inversely proportional to the local Taylor-microscale-based Reynolds number, $C_\epsilon \propto 1/Re_\lambda$. We find significant one-point inhomogeneity, production and transverse transport of turbulent kinetic energy within the non-equilibrium dissipation near wake region.

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 (https://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), 2025. Published by Cambridge University Press
Figure 0

Figure 1. Axis conventions ($+, -, \&, ^{\wedge }, \backslash , /$) for L-system.

Figure 1

Table 1. Parameters for fractal trees shown in figures 2 and 3 using (2.1) (Prusinkiewicz et al.1996). A minimum value is set to avoid unresolvable branches.

Figure 2

Figure 2. Side view of the fractal tree geometry for $(a)$ Basic $n\,=\,\rm 4$, $(b)$ Basic $n\,=\,\rm 6$ and $(c)$ Basic $n\,=\,\rm 8$. The fractal iteration parameter $n$ is the number of branch shapes repeated with different scales. Axis conventions are the same as those used in the simulation.

Figure 3

Figure 3. Upside view of the fractal tree geometry for $(a)$ Basic $n\,=\,\rm 4$, $(b)$ Basic $n\,=\,\rm 6$ and $(c)$ Basic $n\,=\,\rm8 $.

Figure 4

Table 2. Fractal trees’ geometry details.

Figure 5

Figure 4. Numerical box counting dimension for Basic $n\,=\,\rm 4$, 6 and 8.

Figure 6

Figure 5. Computational domain and arrangement of trees. Here $U_\infty$ represents the uniform flow velocity in the $x$-direction of the inflow condition. The $X,Y,Z$ coordinate system is used for numerical simulation and the $x,y,z$ coordinate system is used for wake analysis.

Figure 7

Figure 6. Computational mesh subdivided hierarchically around Basic $n\,=\,\rm 8$ tree.

Figure 8

Table 3. Uniform flow velocity and $Re_H$ for the four simulation cases. Here $Re_H$ is the Reynolds number based on the tree height, i.e. $Re_H = U_\infty H /\nu$.

Figure 9

Figure 7. Temporal variation of the drag coefficient of trees at various finest mesh sizes for flows with $Re_H = 120\,000$ for $(a)$ Basic $n\,=\,\rm 4$, $(b)$ Basic $n\,=\,\rm 6$ and $(c)$ Basic $n\,=\,\rm 8$.

Figure 10

Table 4. Time average drag coefficients ($C_D$) at various finest mesh sizes for Basic $n\,=\,4$, 6 and 8.

Figure 11

Figure 8. Ratio of mesh size in wake region to Kolmogorov scale in the case of Basic $n\,=\,\rm 8$ at $Re_H = 120\,000$.

Figure 12

Figure 9. Relationship between $C_D$ and $Re_H$ obtained in this study, and comparison with previous studies.

Figure 13

Figure 10. Isosurfaces of the second invariant of the velocity gradient tensor of the flow around Basic $n\,=\,\rm 8$ at $Re_H = 2500$ and $Re_H = 120\,000$. The wake region’s opacity is adjusted to improve the visibility of the tree’s branching part.

Figure 14

Figure 11. Comparison of streamwise evolution of centreline turbulence intensity normalized by its maximum value is given as a function of $x$ scaled by $x_{peak}$ at $(a)$$Re_H=2500$, $(b)$$Re_H=10\,000$, $(c)$$Re_H=60\,000$ and $(d)$$Re_H=120\,000$.

Figure 15

Figure 12. Comparison of streamwise evolution of centreline turbulence intensity at various $Re_H$ in the case of $(a)$ Basic $n\,=\,4$, $(b)$ Basic $n\,=\,6$ and $(c)$ Basic $n\,=\,8$.

Figure 16

Figure 13. Turbulence intensity distribution in the spanwise direction for Basic $n\,=\,8$ at $z /H=0.5, Re_H = 120\,000$ at various downstream distances.

Figure 17

Figure 14. Turbulence intensity as a function of height ($z /H$) at $Re_H = 120\,000$: $(a)$ Basic $n\,=\,4$; $(b)$ Basic $n\,=\,6$; $(c)$ Basic $n\,=\,8$. The angle bracket, $\langle \cdot \rangle _{\text {half-width}}$, represents the spatial average over $y$ within the half-width of turbulence intensity, which defined in § 4.2.2.

Figure 18

Figure 15. $(a)$ The $y$$z$ plane used to obtain the spatial average. $(b)$ Streamwise evolution of turbulence intensity (with angle brackets $\langle \cdot \rangle _{yz}$ denoting averaging over $y$ and $z$) for Basic $n\,=\,4$, 6 and 8 at $Re_H = 120\,000$.

Figure 19

Figure 16. Comparison of streamwise evolution of centreline Taylor-microscale-based Reynolds number as a function of $x /x_{peak}$ at $(a)$$Re_H=2500$, $(b)$$Re_H=10\,000$, $(c)$$Re_H=60\,000$ and $(d)$$Re_H=120\,000$.

Figure 20

Figure 17. Comparison of streamwise evolution of centreline Taylor-microscale-based Reynolds number as a function of $x /H$ at various $Re_H$ in the case of $(a)$ Basic $n\,=\,4$, $(b)$ Basic $n\,=\,6$ and $(c)$ Basic $n\,=\,8$.

Figure 21

Figure 18. Taylor-microscale-based Reynolds number as a function of height ($z /H$) at $Re_H = 120\,000$: $(a)$ Basic $n\,=\,4$; $(b)$ Basic $n\,=\,6$; $(c)$ Basic $n\,=\,8$. The angle bracket, $\langle \cdot \rangle _{\text {half-width}}$, represents the spatial average over $y$ within the half-width of turbulence intensity, which defined in § 4.2.2.

Figure 22

Figure 19. Global isotropy parameters of centreline for Basic $n\,=\,8$ at $(a)$$Re_H=2500$, $(b)$$Re_H=10\,000$, $(c)$$Re_H=60\,000$ and $(d)$$Re_H=120\,000$.

Figure 23

Figure 20. Local isotropy parameters of centreline for Basic $n\,=\,8$ at $(a)$$Re_H=2500$, $(b)$$Re_H=10\,000$, $(c)$$Re_H=60\,000$ and $(d)$$Re_H=120\,000$.

Figure 24

Figure 21. Local isotropy parameters of centreline for Basic $n\,=\,8$ at $(a)$$Re_H=2500$, $(b)$$Re_H=10\,000$, $(c)$$Re_H=60\,000$ and $(d)$$Re_H=120\,000$.

Figure 25

Figure 22. Global isotropy parameters as a function of height ($z /H$) at $Re_H = 120\,000$ for Basic $n\,=\,8$: $(a)$$u' /v'$; $(b)$$u' /w'$; $(c)$$v' /w'$. The angle bracket, $\langle \cdot \rangle _{\text {half-width}}$, represents the spatial average over $y$ within the half-width of turbulence intensity, which defined in § 4.2.2.

Figure 26

Figure 23. Local isotropy parameters as a function of height ($z /H$) at $Re_H = 120\,000$ for Basic $n\,=\,8$: $(a)$$K_1$, $(b)$$K_3$. The angle bracket, $\langle \cdot \rangle _{\text {half-width}}$, represents the spatial average over $y$ within the half-width of turbulence intensity, which defined in § 4.2.2.

Figure 27

Figure 24. Local isotropy parameters as a function of height ($z /H$) at $Re_H = 120\,000$ for Basic $n\,=\,8$: $(a)$$K_2$, $(b)$$K_4$. The angle bracket, $\langle \cdot \rangle _{\text {half\hbox{-}width}}$, represents the spatial average over $y$ within the half-width of turbulence intensity, which defined in § 4.2.2.

Figure 28

Figure 25. Integral length scale to Taylor microscale ratio $L_u /\lambda$ on the centreline for different tree models in relation to $x /x_{peak}$ at $(a)$$Re_H=60\,000$ and $(b)$$Re_H=120\,000$.

Figure 29

Figure 26. Integral length scale to Taylor microscale ratio $L_u /\lambda$ on the centreline for different tree models in relation to $Re_\lambda$ in the decay region of $Re_\lambda$ at $(a)$$Re_H=60\,000$ and $(b)$$Re_H=120\,000$.

Figure 30

Figure 27. Non-dimensional energy dissipation parameter $C_\epsilon$ on the centreline in relation to $Re_\lambda$ in the decay region of $Re_\lambda$ for the fractal trees studied at $(a) Re_H=60\,000$ and $(b) Re_H=120\,000$.

Figure 31

Figure 28. Non-dimensional energy dissipation parameter $C_\epsilon$ on the centreline in relation to $x /H$ for the fractal trees studied at $(a) Re_H=60\,000$ and $(b) Re_H=120\,000$.

Figure 32

Figure 29. $(a)$ Centreline TKE production $\mathcal {P}$ and $(b)$ centreline triple-correlation transport $\mathcal {T}$ in relation to $x /H$ for Basic $n\,=\,4$, 6 and 8 at $Re_H\,=\,120\,000$.

Figure 33

Figure 30. Transverse profiles of $(a)$ TKE production $\mathcal {P}$, $(b)$ triple-correlation transport $\mathcal {T}$, $(c)$$\overline {uv} (\partial U / \partial y)$ and $(d)$$\overline {uw} (\partial U / \partial z)$ at various downstream positions for Basic $n\,=\,6$ at $z /H=0.5, Re_H = 120\,000$.