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Asymptotic descriptions of oblique coherent structures in shear flows

Published online by Cambridge University Press:  08 October 2015

Kengo Deguchi*
Affiliation:
Department of Mathematics, Imperial College London, South Kensington Campus, London SW7 2AZ, UK
Philip Hall*
Affiliation:
School of Mathematics, Monash University, Melbourne, VIC 3800, Australia
*
†Email addresses for correspondence: k.deguchi@imperial.ac.uk, phil.hall@monash.edu
†Email addresses for correspondence: k.deguchi@imperial.ac.uk, phil.hall@monash.edu

Abstract

Exact coherent states in plane Couette flow are extended to an oblique parallelogram computational domain and the large-Reynolds-number asymptotic descriptions of the states are derived. When the tilt angle of the domain is increased, the states first obey vortex–wave interaction theory and then develop a new asymptotic structure. The latter asymptotic structure is characterized by a self-similar nonlinear interaction localized in the fluid layer. For the largest scale of the self-similar nonlinear structure, the theory predicts an inverse Reynolds number dependence for the tilt angle of the oblique pattern. That result is consistent with the numerical and experimental observations of the laminar–turbulent banded pattern in shear flows.

Information

Type
Papers
Copyright
© 2015 Cambridge University Press 
Figure 0

Figure 1. Schematic of the computational domain.

Figure 1

Figure 2. The change of the drag of the oblique exact coherent structures as a function of the tilt parameter for $({\it\alpha},{\it\beta})=(0.75,1.37)$. To draw the diagrams, 100–110 Chebyshev modes are used in $y$ whilst 4–14 and 28–52 Fourier modes are used in ${\it\xi}$ and ${\it\zeta}$, respectively. The arrow in (b) indicates the maximum of the drag.

Figure 2

Figure 3. The streamwise vorticity ${\it\omega}=(\partial _{z}v-\partial _{y}w)$ of the nonlinear solutions at $x=0$ for $({\it\alpha},{\it\beta},{\it\gamma})=(0.75,1.37,0.25Re^{-1/3})$. Colour represents the localization of flow structure at the filled circle in figure 2(c) where $Re=30\,000$ and $\text{Col}_{max}=0.0849$. The three ovals placed at each localized structure represent 60 % maximum of $|{\it\omega}|$ for $Re=1000,10\,000$ and 30 000, from outside to inside.

Figure 3

Figure 4. The mean flow correction of the nonlinear Navier–Stokes solutions for $({\it\alpha},{\it\beta},{\it\gamma})=(0.75,1.37,0.25Re^{-1/3})$: (a,b) non-scaled quantities $u_{m}$ and $w_{m}$; (c,d) scaled quantities $U_{m}=Re^{2/3}u_{m}-Re^{-1/3}d_{u}Y$ and $W_{m}=Rew_{m}-Re^{-1/3}d_{w}Y$ in the expansion (3.7), where displacement velocities are $d_{u}=16.16$ and $d_{w}=3.456$. Red solid, green dashed and blue dotted lines are for $Re=10\,000$, 20 000 and 30 000, respectively.

Figure 4

Figure 5. The asymptotically converged solution scaled for $Re=350$. The solution shown in figure 3 is used for the asymptotic extrapolation. (a) Streamwise vorticity at $y=0$, (b) kinetic energy $(u^{2}+v^{2}+w^{2})/2$ at $y=0$.