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Local stability analysis of homogeneous and stratified Kelvin–Helmholtz vortices

Published online by Cambridge University Press:  09 June 2022

H.M. Aravind
Affiliation:
Department of Aerospace Engineering, Indian Institute of Technology Madras, Chennai 600036, India Department of Mechanical and Industrial Engineering, Northeastern University, Boston 02115, USA
Thomas Dubos
Affiliation:
Laboratoire Météorologie Dynamique, École Polytechnique, 91120 Palaiseau, France
Manikandan Mathur*
Affiliation:
Department of Aerospace Engineering, Indian Institute of Technology Madras, Chennai 600036, India Geophysical Flows Lab, Indian Institute of Technology Madras, Chennai 600036, India
*
Email address for correspondence: manims@ae.iitm.ac.in

Abstract

We perform a three-dimensional short-wavelength linear stability analysis of numerically simulated two-dimensional Kelvin–Helmholtz vortices in homogeneous and stratified environments at a fixed Reynolds number of $Re = 300$. For the homogeneous case, the elliptic instability at the vortex core dominates at early times, before being taken over by the hyperbolic instability at the vortex edge. For the stratified case of Richardson number $ Ri = 0.08$, the early-time instabilities comprise a dominant elliptic instability at the core and a hyperbolic instability influenced strongly by stratification at the vortex edge. At intermediate times, the local approach shows a new branch of (convective) instability that emerges at the vortex core and subsequently moves towards the vortex edge. A few more convective instability bands appear at the vortex core and move away, before coalescing to form the most unstable region inside the vortex periphery at large times. In addition, the stagnation point instability is also recovered outside the periphery of the vortex at intermediate times. The dominant instability characteristics from the local approach are shown to be in good qualitative agreement with the results based on global instability studies for both homogeneous and stratified cases. A systematic study of the dependence of the dominant instability characteristics on $ Ri $ is then presented. While $ Ri = 0.1$ is identified as most unstable (with convective instability being dominant), another growth rate maximum at $ Ri = 0.025$ is not far behind (with the hyperbolic instability influenced by stratification being dominant). Finally, the local stability approach is shown to predict the potential orientation of the flow structures that would result from hyperbolic and convective instabilities, which is found to be consistent with three-dimensional numerical simulations reported previously.

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Type
JFM Papers
Creative Commons
Creative Common License - CCCreative Common License - BY
This is an Open Access article, distributed under the terms of the Creative Commons Attribution licence (https://creativecommons.org/licenses/by/4.0/), which permits unrestricted re-use, distribution, and reproduction in any medium, provided the original work is properly cited.
Copyright
© The Author(s), 2022. Published by Cambridge University Press.
Figure 0

Figure 1. (a) A schematic of the computational flow domain and initial conditions (buoyancy $B_d^{i}$ and velocity $u_d^{i}$ on the left and right, respectively, with $B_0 = N^{2}h$) used for two-dimensional numerical simulation of KH vortices, where $L_d$ is the length of the computational domain, and $2h$ represents the width of both the shear layer and the buoyancy layer. (b) A few numerically extracted streamlines in the KH vortex on the $x$$y$ plane. Here, $P_1$ ($\equiv (x_0,0$)) and $P_2$ ($\equiv (-L_d/2h,y_0$)) are two representative initial conditions used to extract closed streamlines and open streamlines, respectively. An initial perturbation wave vector $\boldsymbol {k}^{i}$, making an angle $\theta ^{i}$ with the $z$-axis, of a three-dimensional perturbation that evolves on one of the extracted streamlines is also shown.

Figure 1

Figure 2. Vorticity field ($\omega_z$) obtained using two-dimensional numerical simulations along with the outermost numerically extracted closed streamline (black dashed line) at various times: (a) $t = 40$, (b) $t = 60$, and (c) $t = 100$, for the homogeneous case $( {\textit {Re}}, Ri ) = (300,10^{-8})$; and (d) $t = 55$, (e) $t = 60$, ( f) $t = 70$, (g) $t = 86$, (h) $t = 108$ and (i) $t = 170$, for the stratified case $( {\textit {Re}}, Ri ) = (300,0.08)$. Animations of the vorticity fields for the homogeneous and stratified cases can be found in supplementary movies 1 and 2, respectively, available at https://doi.org/10.1017/jfm.2022.394.

Figure 2

Figure 3. Growth rate $\sigma$ (on closed streamlines) as a function of the streamline location $x_0$ and the initial perturbation wave vector angle $\theta ^{i}$ for (ac) $( {\textit {Re}}, Ri ) = (300,10^{-8})$, and (di) $( {\textit {Re}}, Ri ) = (300,0.08)$, at the same times as in figure 2. The points $(x_0,\theta ^{i})$ corresponding to maximum $\sigma$ are marked with red circles. Animations of the instability characteristics for the homogeneous and stratified cases can be found in supplementary movies 1 and 2, respectively.

Figure 3

Figure 4. Growth rate $\sigma$ (on open streamlines) as a function of the streamline location $y_0$ and the initial perturbation wave vector angle $\theta ^{i}$ for (ac) $( {\textit {Re}}, Ri ) = (300,10^{-8})$, and (di) $( {\textit {Re}}, Ri ) = (300,0.08)$, at the same times as in figure 2. The points $(y_0,\theta ^{i})$ corresponding to maximum $\sigma$ are marked with red circles. Animations of the instability characteristics for the homogeneous and stratified cases can be found in supplementary movies 1 and 2, respectively.

Figure 4

Figure 5. Dominant instability characteristics for closed streamlines, for the homogeneous case of $( {\textit {Re}}, Ri ) = (300,10^{-8})$ (ac), and the stratified case of $( {\textit {Re}}, Ri )= (300,0.08)$ (df). (a,d) Maximum growth rate over the entire $x_0$$\theta ^{i}$ plane, $\sigma ^{*}$ (blue solid line), and at the centre ($x_0 = 0$), $\sigma _c^{*}$ (yellow solid line), as a function of time. The solid yellow curve lies on top of the solid blue curve when $\sigma ^{*} = \sigma _c^{*}$. The corresponding dotted curves are the growth rates from Klaassen & Peltier (1991) for the principal mode (blue) and the central core mode (yellow). The black dashed line indicates the primary KH instability growth rate, $\sigma _{KH}$. (b,e) The blue solid line shows $x_0^{*}$ as a function of time. The black dash-dotted line shows the location of the outermost closed streamline, $x_{0_l}$. (cf) The blue solid line shows $\theta ^{i^{*}}$, and the yellow solid line shows $\theta _c^{i^{*}}$, as functions of time. Each of the bottom two rows is the same as (df), but based on velocity-gradients-only (VG, gi) and buoyancy-gradients-only (BG, jl) analyses. The representative times from figures 3 and 4 are also shown in each panel, as black circles.

Figure 5

Figure 6. Dominant instability characteristics for open streamlines, for the homogeneous case of $( {\textit {Re}}, Ri ) = (300,10^{-8})$ (ac) and the stratified case of $( {\textit {Re}}, Ri )= (300,0.08)$ (df). (a,d) Maximum growth rate over the entire $y_0$$\theta ^{i}$ plane, $\sigma ^{*}$ (solid blue line), as a function of time. The black dash-dotted line indicates the primary KH instability growth rate, $\sigma _{KH}$. (b,e) The blue solid line shows $y_0^{*}$ as a function of time. (cf) The blue solid line shows $\theta ^{i^{*}}$ as a function of time. The representative times from figures 3 and 4 are also shown in each panel, as black circles.

Figure 6

Figure 7. Streamlines (closed and open) at representative times plotted in a colour that indicates the maximum growth rate on them: (ac) $( {\textit {Re}}, Ri ) = (300,10^{-8})$, (di) $( {\textit {Re}}, Ri )= (300,0.08)$. The dashed black lines show the outermost closed streamline. Animations for the homogeneous and stratified cases can be found in supplementary movies 1 and 2, respectively.

Figure 7

Figure 8. Statically unstable regions for $( {\textit {Re}}, Ri ) = (300,0.08)$. (a) Minimum value of the instantaneous vertical gradient of buoyancy ($\partial b_B/\partial y$) as a function of time $t$ and the closed streamline location $x_0$. The most statically unstable streamline (red) closely follows the most unstable $x_0$ ($x_0^{*}$) from the local stability calculations (blue). The black dash-dotted curve indicates the outermost closed streamline. White regions correspond to statically stable ($\partial b_B/\partial y>0$) regions. (b) Maximum growth rate associated with the static instability, $\sigma _S^{*}$ (red), and maximum growth rate from the local stability analysis, $\sigma ^{*}$ (blue) (see § 3.2), as functions of time.

Figure 8

Figure 9. (a) Kinetic energy associated with the primary KH wave, $K_{KH}$ (blue), as a function of time for $( {\textit {Re}}, Ri ) = (300,0.0833)$. The first peak in $K_{KH}$ occurs at $t = t_P$ (red circle), and the time scale $\tau$ is the time taken by $K_{KH}$ to reach its first peak from half its value (red $+$) (see inset). (b) Variation of the peak time $t_P$ (blue, left axis), and the time scale $\tau$ (yellow, right axis), as functions of $ Ri $ at $ {\textit {Re}} = 300$.

Figure 9

Figure 10. (a) Maximum growth rate over the $x_0$$\theta ^{i}$ plane, $\sigma ^{*}$, and the corresponding (b) streamline location $x_0^{*}$, and (c) initial wave vector angle $\theta ^{i^{*}}$, as functions of the normalized time $t_N$ and Richardson number $ Ri $, for closed streamlines at $ {\textit {Re}} = 300$. For a given $ Ri $, $\sigma ^{*}$ attains a maximum at $t = \widehat {t}$ (or $t_N = \widehat {t}_N$, red dots), with the corresponding $(\sigma ^{*},x_0^{*},\theta ^{i^{*}}) = (\widehat {\sigma },\widehat {x}_0,\widehat {\theta }^{i})$, and the maximum static instability growth rate $\sigma _S^{*}$ attains maximum value $\widehat {\sigma }_S$ at the streamline location $\widehat {x}_{0_S}$ at $t = \widehat {t}_S$. (d) Plots of $\widehat {\sigma }$ (blue, left axis), $\widehat {\sigma }_S$ (red, left axis) and normalized growth rate $\widehat {\sigma }_N = \tau \widehat {\sigma }$ (yellow, right axis) as functions of $ Ri $. (e) Plots of $\widehat {t}$ (blue, left axis), $\widehat {t}_S$ (red, left axis) and $\widehat {t}_N$ (yellow, right axis) as functions of $ Ri $. ( f) Plots of $\widehat {x}_0$ (blue, left axis), $\widehat {x}_{0_S}$ (red, left axis) and $\widehat {\theta }^{i}$ (yellow, right axis) as functions of $ Ri $.

Figure 10

Figure 11. (a) Maximum growth rate over the $y_0$$\theta ^{i}$ plane, $\sigma ^{*}$, and the corresponding (b) streamline location $y_0^{*}$, and (c) initial wave vector angle $\theta ^{i^{*}}$, as functions of the normalized time $t_N$ and Richardson number $ Ri $, for open streamlines at $ {\textit {Re}} = 300$. For a given $ Ri $, $\sigma ^{*}$ attains a maximum at $t = \widehat {t}$ (or $t_N = \widehat {t}_N$, red dots), with the corresponding $(\sigma ^{*},y_0^{*},\theta ^{i^{*}}) = (\widehat {\sigma },\widehat {y}_0,\widehat {\theta }^{i})$ at $t_N = \widehat {t}_N$. The white regions at the top right correspond to times when secondary two-dimensional vortices were observed around the hyperbolic stagnation points. (d) Plots of $\widehat {\sigma }$ (blue, left axis) and normalized growth rate $\widehat {\sigma }_N = \tau \widehat {\sigma }$ (yellow, right axis) as functions of $ Ri $. (e) Plots of $\widehat {t}$ (blue, left axis) and $\widehat {t}_N$ (yellow, right axis) as functions of $ Ri $. ( f) Plots of $\widehat {y}_0$ (blue, left axis) and $\widehat {\theta }^{i}$ (yellow, right axis) as functions of $ Ri $.

Figure 11

Figure 12. Comparison of overall dominant instability characteristics for the closed (blue) and open (yellow) streamlines analyses: (a) $\widehat {\sigma }$, (b) $\widehat {t}_N$, (c) $\widehat {x}_0$ (closed streamlines analysis) and $\widehat {y}_0$ (open streamlines analysis), and (d) $\widehat {\theta }^{i}$, as functions of $ Ri $.

Figure 12

Figure 13. Angle (colour on the streamline refers to colourbar shown on the right) made by the vorticity associated with the most unstable perturbation with (a) the horizontal, and (b) the streamline, at $t = 82$ ($t_N = 2.4$) for the homogeneous case. The background colour in (a,b) indicates the base flow vorticity ($\omega_z$). (c) Angle ($\alpha$) between the vorticity associated with the most unstable perturbation at the statically most unstable location and the horizontal, as a function of normalized time $t_N$ and Richardson number $ Ri $. White background indicates that there is no statically unstable region for the corresponding ($t_N, Ri $).

Figure 13

Figure 14. Growth rate ($\sigma _{VG}$) as a function of streamline location ($x_0$) and the initial perturbation wave vector angle ($\theta ^{i}$) for closed streamlines in the VG analysis for $( {\textit {Re}}, Ri ) = (300,0.08)$, at the same six different times as in figures 3(di). Also shown are $(x_0,\theta ^{i})$ values corresponding to maximum $\sigma$ from the full analysis (red circles) and VG analysis (red triangles).

Figure 14

Figure 15. Growth rate ($\sigma _{BG}$) as a function of streamline location ($x_0$) and the initial perturbation wave vector angle ($\theta ^{i}$) for closed streamlines in the BG analysis for $( {\textit {Re}}, Ri ) = (300,0.08)$, at the same six different times as in figures 3(di). Also shown are $(x_0,\theta ^{i})$ values corresponding to maximum $\sigma$ from the full analysis (red circles) and BG analysis (red triangles).

Aravind et al. supplementary movie 1

Summary of instability characteristics for the homogeneous case. Temporal evolution of (a) vorticity field, (b) streamlines plotted with a color indicating the growth rate (maximized over wave vector angles) on them, (c) growth rate as a function of streamline location and wave vector angle for the closed streamlines, and (d) growth rate as a function of streamline location and wave vector angle for the open streamlines. The dotted and solid lines in (a) and (b) represent the outermost closed streamline. The red circles in (c) and (d) represent the location of maximum growth rate.

Download Aravind et al. supplementary movie 1(Video)
Video 2.7 MB

Aravind et al. supplementary movie 2

Summary of instability characteristics for the stratified case of Ri = 0.08. Temporal evolution of (a) vorticity field, (b) streamlines plotted with a color indicating the growth rate (maximized over wave vector angles) on them, (c) growth rate as a function of streamline location and wave vector angle for the closed streamlines, and (d) growth rate as a function of streamline location and wave vector angle for the open streamlines. The dotted and solid lines in (a) and (b) represent the outermost closed streamline. The red circles in (c) and (d) represent the location of maximum growth rate.

Download Aravind et al. supplementary movie 2(Video)
Video 2.8 MB