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Three-dimensional rotating Couette flow via the generalised quasilinear approximation

Published online by Cambridge University Press:  28 November 2016

S. M. Tobias*
Affiliation:
Department of Applied Mathematics, University of Leeds, Leeds LS2 9JT, UK
J. B. Marston
Affiliation:
Department of Physics, Brown University, Providence, RI 02912-1843, USA
*
†Email address for correspondence: smt@maths.leeds.ac.uk

Abstract

We examine the effectiveness of the generalised quasilinear (GQL) approximation introduced by Marston et al. (Phys. Rev. Lett., vol. 116 (21), 2016, 214501). This approximation splits the variables into large and small scales in directions where there is a translational symmetry and removes nonlinear interactions involving only small scales. We utilise as a paradigm problem three-dimensional, turbulent, rotating Couette flow. We compare the results obtained from direct numerical solution of the equations with those from quasilinear (QL) and GQL calculations. In this three-dimensional setting, there is a choice of cutoff wavenumber for the GQL approximation both in the streamwise and in the spanwise directions. We demonstrate that the GQL approximation significantly improves the accuracy of mean flows, spectra and two-point correlation functions over models that are quasilinear in any of the translationally invariant directions, even if only a few streamwise and spanwise modes are included. We argue that this provides significant support for a programme of direct statistical simulation utilising the GQL approximation.

Information

Type
Papers
Copyright
© 2016 Cambridge University Press 
Figure 0

Figure 1. Rotating Couette set-up.

Figure 1

Figure 2. Separation in wave vector space of modes into ‘low’ and ‘high’ components. (a) The separation employed in this paper. (b) An alternative separation scheme.

Figure 2

Figure 3. Set of three triadic interactions retained in the GQL approximation, out of six in total. The other three triads are discarded (Marston et al.2016). Note that outgoing arrows are identical to incoming arrows with negative wavenumber.

Figure 3

Table 1. Enstrophy $\int _{V}\unicode[STIX]{x1D714}^{2}\,\text{d}V$ as a function of cutoff wavenumbers $\unicode[STIX]{x1D6EC}_{x}$ and $\unicode[STIX]{x1D6EC}_{y}$.

Figure 4

Figure 4. Instantaneous snapshots of the streamwise velocity $u(x,y)$ at $z=0.1$ for $Re=1300$ and (a) $Ro=-100$, (b) $Ro=-10$ and (c) $Re=3000$, $Ro=-100$.

Figure 5

Figure 5. (a) Mean flows $U(z)$ and (b) mean shears $\text{d}U/\text{d}z$ as a function of $z$ (vertical axis) for $Re=1300$, $Ro=-100$ (blue, dot-dot-dashed line), $Re=1300$, $Ro=-10$ (red dashed line) and $Re=3000$, $Ro=-100$ (green dot-dashed line). We note that the red and green curves lie nearly on top of each other.

Figure 6

Figure 6. Instantaneous snapshots of the evolution of the flow for case A. The snapshots show the streamwise velocity $u(x,y)$ at $z=0.1$ and $t=750$. The flows are intermittent; therefore it is more meaningful to compare statistics than snapshots.

Figure 7

Figure 7. Mean flow $U(z)$ as a function of $z$ (vertical axis) for $Re=1300$, (a) $Ro=-100$, (b) $Ro=-10.0$, (c) $Re=3000$, $Ro=-100$. Shown are DNS (dashed black line), $(\unicode[STIX]{x1D6EC}_{x},\unicode[STIX]{x1D6EC}_{y})=(0,0)$ (navy), $(0,64)$ (red), $(64,0)$ (cyan), $(3,3)$ (green), $(5,5)$ (purple), $(3,10)$ (pink), $(6,6)$ (grey), and $(10,3)$ (brown – top panel only). Note only $-0.2\leqslant U(z)\leqslant 0.2$ is shown to give a close up of the region of reduced shear.

Figure 8

Figure 8. Two-dimensional spectra for $u$ in the horizontal plane $z=0.1$. Case A is shown (table 1). The energy is shown on a (base 10) logarithmic scale given by the colour bar, with values below the minimum of the colour bar not assigned a colour (so they appear white).

Figure 9

Figure 9. Second cumulants $c_{uu}(\unicode[STIX]{x1D709},\unicode[STIX]{x1D702},0.1,0.1)$ as defined in (3.1) as a function of $\unicode[STIX]{x1D709}$ (horizontal) and $\unicode[STIX]{x1D702}$ (vertical). Case A is shown (table 1).

Figure 10

Figure 10. (a) Mean shears $\text{d}U/\text{d}z$ as a function of $z$ (vertical axis) for $Re=1300$, $Ro=-100$ (red), and for the underresolved case. Note how the underresolved case underestimates the wall shear stress and hence the enstrophy. (b) Second cumulant for underresolved case which should be compared with the fully resolved case in figure 9(a) and GQL with small cutoffs in figure 9(e,h).