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On the Reynolds number dependence of velocity-gradient structure and dynamics

Published online by Cambridge University Press:  19 December 2018

Rishita Das*
Affiliation:
Department of Aerospace Engineering, Texas A&M University, College Station, TX 77843, USA
Sharath S. Girimaji
Affiliation:
Department of Aerospace Engineering, Texas A&M University, College Station, TX 77843, USADepartment of Ocean Engineering, Texas A&M University, College Station, TX 77843, USA
*
†Email address for correspondence: rishitadas@tamu.edu

Abstract

We seek to examine the changes in velocity-gradient structure (local streamline topology) and related dynamics as a function of Reynolds number ($Re_{\unicode[STIX]{x1D706}}$). The analysis factorizes the velocity gradient ($\unicode[STIX]{x1D608}_{ij}$) into the magnitude ($A^{2}$) and normalized-gradient tensor ($\unicode[STIX]{x1D623}_{ij}\equiv \unicode[STIX]{x1D608}_{ij}/\sqrt{A^{2}}$). The focus is on bounded $\unicode[STIX]{x1D623}_{ij}$ as (i) it describes small-scale structure and local streamline topology, and (ii) its dynamics is shown to determine magnitude evolution. Using direct numerical simulation (DNS) data, the moments and probability distributions of $\unicode[STIX]{x1D623}_{ij}$ and its scalar invariants are shown to attain $Re_{\unicode[STIX]{x1D706}}$ independence. The critical values beyond which each feature attains $Re_{\unicode[STIX]{x1D706}}$ independence are established. We proceed to characterize the $Re_{\unicode[STIX]{x1D706}}$ dependence of $\unicode[STIX]{x1D623}_{ij}$-conditioned statistics of key non-local pressure and viscous processes. Overall, the analysis provides further insight into velocity-gradient dynamics and offers an alternative framework for investigating intermittency, multifractal behaviour and for developing closure models.

Information

Type
JFM Papers
Copyright
© 2018 Cambridge University Press 
Figure 0

Table 1.Details of forced isotropic incompressible turbulence data sets used.

Figure 1

Figure 1.Even-order moments ($M_{2n}$ for $n=2,3,4,5,6$) of $\unicode[STIX]{x1D608}_{11}$ as a function of $Re_{\unicode[STIX]{x1D706}}$. Dashed lines represent Gaussian moments, i.e. $M_{2n}^{G}=(2n-1)!!$, for reference.

Figure 2

Figure 2.PDF of velocity-gradient component (a) $\unicode[STIX]{x1D608}_{11}/\sqrt{\langle A^{2}\rangle }$ (b) $\unicode[STIX]{x1D608}_{12}/\sqrt{\langle A^{2}\rangle }$ for different $Re_{\unicode[STIX]{x1D706}}$.

Figure 3

Figure 3.Even-order moments ($M_{2n}$ for $n=2,3,4,5,6$) of $\unicode[STIX]{x1D623}_{11}$ as a function of $Re_{\unicode[STIX]{x1D706}}$. Dashed lines represent Gaussian moments, i.e. $M_{2n}^{G}=(2n-1)!!$ for reference.

Figure 4

Figure 4.PDF of (a,b) normalized longitudinal velocity gradient $\unicode[STIX]{x1D623}_{11}$ and (c,d) normalized transverse velocity gradient $\unicode[STIX]{x1D623}_{12}$ for (a,c) $Re_{\unicode[STIX]{x1D706}}=1{-}35$ and (b,d) $Re_{\unicode[STIX]{x1D706}}=35$–588.

Figure 5

Figure 5.$q$-PDF for (a) $Re_{\unicode[STIX]{x1D706}}=1,6,9,14,18$ and $25$ and for (b) $Re_{\unicode[STIX]{x1D706}}=25,35,86,225,385,414$ and $588$.

Figure 6

Figure 6.$r$-PDF for (a) $Re_{\unicode[STIX]{x1D706}}=1,6,9,14,18$ and $25$ and for (b) $Re_{\unicode[STIX]{x1D706}}=25,35,86,225,385,414$ and $588$.

Figure 7

Figure 7.$q$–$r$ joint PDF filled contour plots for $Re_{\unicode[STIX]{x1D706}}$ $=$ (a) $1$, (b) $6$, (c) $9$, (d) $14$, (e) $18$ and (f) $25$. $q$–$r$ joint PDF line contour plots for $Re_{\unicode[STIX]{x1D706}}$ $=$ (g) $25$ to $225$ and (h) $225$ to $588$. The contour levels are identical for all plots: the colour scheme for (a–f) is shown in (a).

Figure 8

Figure 8.Conditional averages of inertial (circles), pressure (triangles) and viscous (squares) contributions in (a) $\langle \text{d}q/\text{d}t^{\prime }|q\rangle$, (b) $\langle \text{d}q/\text{d}t^{\prime }|r\rangle$, (c) $\langle \text{d}r/\text{d}t^{\prime }|q\rangle$ and (d) $\langle \text{d}r/\text{d}t^{\prime }|r\rangle$ for different $Re_{\unicode[STIX]{x1D706}}$ (refer to (2.23) and (2.27); colour scheme is given in (b)).

Figure 9

Figure 9.Conditional averages of inertial (circles), pressure (triangles) and viscous (squares) contributions in the $\unicode[STIX]{x1D703}$-evolution equation conditioned on (a) $q$ and (b) $r$ for different $Re_{\unicode[STIX]{x1D706}}$ (refer to (2.17); colour scheme as given in a).

Figure 10

Figure 10.Conditional variance of pressure and viscous terms in the $q$-, $r$- and $\unicode[STIX]{x1D703}$-equations conditioned on $q$ and $r$: (a) $\text{Var}({\mathcal{P}}_{q}|q)$ versus $q$, (b) $\text{Var}(V_{q}|q)$ versus $q$, (c) $\text{Var}({\mathcal{P}}_{q}|r)$ versus $r$, (d) $\text{Var}(V_{q}|r)$ versus $r$, (e) $\text{Var}({\mathcal{P}}_{r}|q)$ versus $q$, (f) $\text{Var}(V_{r}|q)$ versus $q$, (g) $\text{Var}({\mathcal{P}}_{r}|r)$ versus $r$, (h) $\text{Var}(V_{r}|r)$ versus $r$, (i) $\text{Var}({\mathcal{P}}_{\unicode[STIX]{x1D703}}|q)$ versus $q$, (j) $\text{Var}(V_{\unicode[STIX]{x1D703}}|q)$ versus $q$, (k) $\text{Var}({\mathcal{P}}_{\unicode[STIX]{x1D703}}|r)$ versus $r$ and (l) $\text{Var}(V_{\unicode[STIX]{x1D703}}|r)$ versus $r$ for different $Re_{\unicode[STIX]{x1D706}}$ (colour scheme is given in a).