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Dynamics of laminar and transitional flows over slip surfaces: effects on the laminar–turbulent separatrix

Published online by Cambridge University Press:  04 May 2020

Ethan A. Davis
Affiliation:
Department of Mechanical and Materials Engineering, University of Nebraska-Lincoln, Lincoln, NE 68588-0526, USA
Jae Sung Park*
Affiliation:
Department of Mechanical and Materials Engineering, University of Nebraska-Lincoln, Lincoln, NE 68588-0526, USA
*
† Email address for correspondence: jaesung.park@unl.edu

Abstract

The effect of slip surfaces on the laminar–turbulent separatrix of plane Poiseuille flow is studied by direct numerical simulation. In laminar flows, the inclusion of the slip surfaces results in a drag reduction of over 10 %, which is in good agreement with previous studies and the theory of laminar slip flows. Turbulence lifetimes, the likelihood that turbulence is sustained, is investigated for transitional flows with various slip lengths. We show that slip surfaces decrease the likelihood of sustained turbulence compared to the no-slip case, and the likelihood is further decreased as slip length is increased. A more deterministic analysis of the effects of slip surfaces on a transition to turbulence is performed by using nonlinear travelling-wave solutions to the Navier–Stokes equations, also known as exact coherent solutions. Two solution families, dubbed P3 and P4, are used since their lower-branch solutions are embedded on the boundary of the basin of attraction of laminar and turbulent flows (Park & Graham, J. Fluid Mech., vol. 782, 2015, pp. 430–454). Additionally, they exhibit distinct flow structures – the P3 and P4 are denoted as core mode and critical-layer mode, respectively. Distinct effects of slip surfaces on the solutions are observed by the skin-friction evolution, linear growth rate and phase-space projection of transitional trajectories. The slip surface appears to modify the transition dynamics very little for the core mode, but quite considerably for the critical-layer mode. Most importantly, the slip surface promotes different transition dynamics – an early and bypass-like transition for the core mode and a delayed and H- or K-type-like transition for the critical-layer mode. We explain these distinct transition dynamics based on spatio-temporal and quadrant analyses. It is found that slip surfaces promote the prevalence of strong wall-toward motions (sweep-like events) near vortex cores close to the channel centre, inducing an early transition, while long sustained ejection events are present in the region of the $\unicode[STIX]{x1D6EC}$-shaped vortex cores close to the critical layer, resulting in a delayed transition. This should motivate flow control strategies to fully exploit these distinct transition dynamics for transition to turbulence.

Information

Type
JFM Papers
Copyright
© The Author(s), 2020. Published by Cambridge University Press
Figure 0

Figure 1.(a) Friction factor and (b) drag reduction percentage as a function of Reynolds number for various $L_{s}$ values. In (a) laminar flow (solid line) corresponds to $f=9/Re$ (Pope 2000). In (b) the dashed lines are shown for readability.

Figure 1

Figure 2.Drag ($f/f_{0}$) corresponding to the friction factor ($f$) normalized by that of the no-slip surface ($f_{0}$) as a function of slip length $L_{s}$ normalized by the channel half-height, $h$: ▫, present study; ▴, Choi & Kim (2006); ▪, Maynes et al. (2007); ♦, Jung & Bhushan (2010); ●, Park, Park & Kim (2013); ——, theory for superhydrophobic surfaces on both walls (Choi & Kim 2006).

Figure 2

Figure 3.Probability of turbulence lifetime for slip lengths $L_{s}=0.00$ (▫), $0.008$ (▿), $0.01$ (♢) and $0.02$ (○) at $Re_{c}=1800$ on semi-logarithmic axes. The dashed lines are shown for readability to help illustrate the exponentially decaying trend. Inset: dependence of Reynolds number on turbulence lifetime at $Re_{c}=1600$ (▪), $1800$ (▴) and $2000$ (●) at $L_{s}=0.02$.

Figure 3

Figure 4.Early-time skin-friction coefficient profiles when using the (a) P3 and (b) P4 lower-branch travelling-wave solutions as initial conditions. Profiles are normalized by the initial skin-friction coefficient value for each case. The P3 and P4 lower-branch solutions are on the laminar–turbulent separatrix.

Figure 4

Figure 5.(a) Maximum skin-friction coefficient $C_{f}$ in turbulent burst and (b) duration of initial stable period. The duration of stable period is defined by the time for which $C_{f}$ is between $\pm 10\,\%$ of $C_{f,0}$ and normalized by the duration of the initial stable period for the no-slip case. Lower and upper error bars correspond to values when using $\pm 5\,\%$ and $\pm 15\,\%$ of $C_{f,0}$, respectively.

Figure 5

Figure 6.Growth rates for the P3 (a,b) and P4 (c,d) solutions for various slip lengths. The growth rate can be approximated for short time during which the system behaves like exp($\unicode[STIX]{x1D70E}t$), where $\unicode[STIX]{x1D70E}$ is the linear growth rate.

Figure 6

Figure 7.The phase-space projection of turbulent trajectories onto the energy input rate ($I$) and energy dissipation rate ($D$) for various $L_{s}$ at (a) $Re_{c}=1760$ and (b) $Re_{c}=1800$. The black dashed line shows an equilibrium line ($D=I$). P3 lower (♢) and upper (♦) and P4 lower (◃) and upper (◂) solutions are also shown (Park & Graham 2015). The contour shows the probability density function (PDF) of the $I-D$ state for the no-slip case at (a) $Re_{c}=1760$ and (b) $Re_{c}=1800$. Inset: the mean states of long-time flows at each respective $Re_{c}$ for $L_{s}=0.00$ (▫), $L_{s}=0.01$ (▵) and $L_{s}=0.02$ (○) overlaid on the no-slip PDF.

Figure 7

Figure 8.Vortical structures of the P3 lower-branch solution at $Re_{c}=1760$ for slip lengths (a) $L_{s}=0.00$, (b) $L_{s}=0.008$, (c) $L_{s}=0.01$ and (d) $L_{s}=0.02$. The maximum swirling strength for each case is presented in parentheses. The multicoloured tubes are isosurfaces of $1/2$ of maximum swirling strength. The contours flooding the isosurfaces represent the wall-normal velocity. Minimum and maximum values of wall-normal velocity represented by the contours correspond to $-0.1$ (blue) and 0.1 (red), respectively. The grey isosurface represents the critical layer, where local streamwise velocity is equal to the wave speed of the travelling-wave solution.

Figure 8

Figure 9.Vortical structures of the P4 lower-branch solution at $Re_{c}=1800$ for slip lengths (a) $L_{s}=0.00$, (b) $L_{s}=0.004$, (c) $L_{s}=0.008$ and (d) $L_{s}=0.0105$. The maximum swirling strength for each case is presented in parentheses. The multicoloured tubes are isosurfaces of $1/2$ of maximum swirling strength. The contours flooding the isosurfaces represent the wall-normal velocity. Minimum and maximum values of wall-normal velocity represented by the contours correspond to $-0.1$ and 0.1, respectively. The grey isosurface represents the critical layer, where local streamwise velocity is equal to the wave speed of the travelling-wave solution.

Figure 9

Figure 10.(a,c) The wall-normal location corresponding to the maximum of the area-averaged swirling strength for the P3 and P4 solutions, respectively. The dashed line corresponds to the channel centre for the P3 and P4 solutions. (b,d) The bulk swirling strength as a function of slip length for the P3 and P4 solutions, respectively. All values are calculated at the time at which the maximum $L^{2}$-norm of velocity is reached.

Figure 10

Figure 11.The streamwise-averaged streamwise velocity fluctuations $u^{\prime }$ at $z^{+}=L_{z}^{+}/4$ as a function of wall-normal distance for the P3 solution (a–c) and the P4 solution (d–f) for various slip lengths. The dashed white line corresponds to time of transition ($C_{f}=1.1C_{f,0}$). The symbols ○ and ▫ are indicated for the minimum and maximum $u^{\prime }$ at their wall-normal locations, respectively. For the P3 solution, ($u_{min}^{\prime },u_{max}^{\prime }$) $=$ ($-0.0981$, 0.0461) for (a), ($-0.1110$, 0.0569) for (b), ($-0.1223$, 0.0643) for (c). For the P4 solution, ($u_{min}^{\prime },u_{max}^{\prime }$) $=$ ($-0.0665$, 0.1259) for (d), ($-0.0248$, 0.0917) for (e), ($-0.0262$, 0.1008) for (f). Note that these values remain almost constant before the time of transition.

Figure 11

Figure 12.The streamwise-averaged wall-normal velocity fluctuations $v^{\prime }$ at $z^{+}=L_{z}^{+}/4$ as a function of wall-normal distance for the P3 solution (a–c) and the P4 solution (d–f) for various slip lengths. The dashed white line corresponds to time of transition ($C_{f}=1.1C_{f,0}$). The symbols ○ and ▫ are indicated for the minimum and maximum $v^{\prime }$ at their wall-normal locations, respectively. For the P3 solution, (a) $v_{min}^{\prime }=-0.0107$, (b) $v_{min}^{\prime }=-0.0139$, (c) $v_{min}^{\prime }=-0.0158$. For the P4 solution, (d) $v_{max}^{\prime }=0.0181$, (e) $v_{max}^{\prime }=0.0131$, (f) $v_{max}^{\prime }=0.0147$. Note that these values remain almost constant before the time of transition.