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Hairpin-like optimal perturbations in plane Poiseuille flow

Published online by Cambridge University Press:  25 June 2015

Mirko Farano
Affiliation:
DMMM, Politecnico di Bari, Via Re David 200, 70125 Bari, ItalyDynFluid Laboratory, Arts et Metiers ParisTech, 151 Boulevard de l’Hopital, 75013 Paris, France
Stefania Cherubini*
Affiliation:
DynFluid Laboratory, Arts et Metiers ParisTech, 151 Boulevard de l’Hopital, 75013 Paris, France
Jean-Christophe Robinet
Affiliation:
DynFluid Laboratory, Arts et Metiers ParisTech, 151 Boulevard de l’Hopital, 75013 Paris, France
Pietro De Palma
Affiliation:
DMMM, Politecnico di Bari, Via Re David 200, 70125 Bari, Italy
*
†Email address for correspondence: s.cherubini@gmail.com

Abstract

In this work it is shown that hairpin vortex structures can be the outcome of a nonlinear optimal growth process, in a similar way as streaky structures can be the result of a linear optimal growth mechanism. With this purpose, nonlinear optimizations based on a Lagrange multiplier technique coupled with a direct-adjoint iterative procedure are performed in a plane Poiseuille flow at subcritical values of the Reynolds number, aiming at quickly triggering nonlinear effects. Choosing a suitable time scale for such an optimization process, it is found that the initial optimal perturbation is composed of sweeps and ejections resulting in a hairpin vortex structure at the target time. These alternating sweeps and ejections create an inflectional instability occurring in a localized region away from the wall, generating the head of the primary and secondary hairpin structures, quickly inducing transition to turbulent flow. This result could explain why transitional and turbulent shear flows are characterized by a high density of hairpin vortices.

Information

Type
Rapids
Copyright
© 2015 Cambridge University Press 
Figure 0

Figure 1.Scaling law for the initial energy (squares), the transition threshold (circles) (a), and the energy gain (b) for the short-time nonlinear optimal perturbation at the nonlinearity threshold.

Figure 1

Figure 2.Isosurfaces of the $Q$-criterion for the nonlinear optimal perturbation obtained with $\mathit{Re}=4000$, $T_{\mathit{opt}}=10$, and $E_{0}=2\times 10^{-6}$: (a) $t=0$, $Q=0.01$ ($Q_{\mathit{max}}=0.086$; red/green surfaces for positive/negative streamwise vorticity values) and (b) $t=10$, $Q=0.2$ ($Q_{\mathit{max}}=3.88$).

Figure 2

Figure 3.Isosurfaces of the three velocity components: (a,d) $u$, (b,e) $v$, (c,f) $w$ (light grey for positive and black for negative values, $u,v,w=\pm 0.01$) of the nonlinear optimal perturbation for $T_{\mathit{opt}}=10$: (a,b,c) $E_{0}=2\times 10^{-6}$, $\mathit{Re}=4000$; and (d,e,f) $E_{0}=1\times 10^{-5}$, $\mathit{Re}=2000$.

Figure 3

Figure 4.Time evolution of the energy gain and velocity (a) and vorticity (b) r.m.s. values for the nonlinear optimal perturbation with $\mathit{Re}=4000$, $E_{0}=2\times 10^{-6}$, and $T_{\mathit{opt}}=10$.

Figure 4

Figure 5.Time evolution of the nonlinear optimal perturbation for $\mathit{Re}=4000$, $E_{0}=2\times 10^{-6}$, and $T_{\mathit{opt}}=10$. Isosurfaces of $Q$-criterion ((a–e) $Q=0.02$; ( f) $Q=0.1$, green) and streamwise velocity disturbance ($u=-0.03$, black). $Q_{\mathit{max}}=0.086,1.03,1.99,7.5,21.5,35.4$ for (a) to ( f), respectively. (a) $t=0$, (b) $t=5$, (c) $t=8$, (d) $t=12$, (e) $t=16$, (f) $t=40$.

Figure 5

Figure 6.Velocity profile along the principal axis of the TED extracted at two different times from the DNS (black) and the linearized DNS (red), initialized by the nonlinear optimal at $(\mathit{Re},E_{0})=(4000,2\times 10^{-6})$. The insets show the $Q$-criterion surfaces ((a) $Q=0.2$ with $Q_{\mathit{max}}=1.03$; (b) $Q=0.3$ with $Q_{\mathit{max}}=3.9$; green) and the principal axis (red lines) at two different times. The dot indicates the CVS. (a) $t=5$, (b) $t=10$.

Figure 6

Figure 7.Contours of the logarithm of the probability density function of the wall-normal and streamwise velocity disturbance in a $u{-}v$ plane ($w=0$) for $0\leqslant y\leqslant 1$, extracted at $t=0$ (a), 1 (b), 6 (c), 10 (d) from a DNS initialized with the nonlinear optimal with $T_{\mathit{opt}}=10$ and $E_{0}=2\times 10^{-6}$. The values of the logarithm of the PDF have been normalized with respect to the total number of points of the computational domain.

Figure 7

Figure 8.Wall-normal and streamwise components of the velocity vector disturbance along the principal axis of the TED for the nonlinear optimal with $E_{0}=2\times 10^{-6}$: (a) $t=0$, (b) $t=14$. Isosurface of the $Q$-criterion ((a) $Q=0.01$ with $Q_{\mathit{max}}=0.086$, (b) $Q=4$ with $Q_{\mathit{max}}=12.05$).

Figure 8

Figure 9.Streamwise velocity (solid lines) and vorticity magnitude (dashed lines) profiles at $t=5$ along a wall-normal line passing through the hairpin head computed by the DNS (a) and by the linearized DNS (b), initialized with the nonlinear optimal for $E_{0}=2\times 10^{-6}$. Circles indicate inflection points.

Figure 9

Figure 10.Time evolution of the nonlinear optimal perturbation obtained for $T_{\mathit{opt}}=10$ and $E_{0}=2\times 10^{-6}$ on the plane $z=2$. Isosurfaces of the $Q$-criterion ($Q=0.1$, green), isolines of the streamwise velocity disturbance (red positive, black negative), and contours of the wall-normal velocity disturbance (white positive, black negative). $Q_{\mathit{max}}=0.61,3.88,21.52$ for (a) to (c), respectively. (a) $t=4$, (b) $t=10$, (c) $t=16$.

Figure 10

Figure 11.Same as figure 10 but for a linearized DNS. $Q_{\mathit{max}}=0.79,0.25,0.05$ for (a) to (c), respectively. (a) $t=5$, (b) $t=10$, (c) $t=15$.