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Experimental study of the nonlinear saturation of the elliptical instability: inertial wave turbulence versus geostrophic turbulence

Published online by Cambridge University Press:  27 September 2019

Thomas Le Reun*
Affiliation:
Aix Marseille Univ, CNRS, Centrale Marseille, IRPHE UMR 7342, Marseille, France
Benjamin Favier
Affiliation:
Aix Marseille Univ, CNRS, Centrale Marseille, IRPHE UMR 7342, Marseille, France
Michael Le Bars
Affiliation:
Aix Marseille Univ, CNRS, Centrale Marseille, IRPHE UMR 7342, Marseille, France
*
†Email address for correspondence: lereun@irphe.univ-mrs.fr

Abstract

In this paper, we present an experimental investigation of the turbulent saturation of the flow driven by the parametric resonance of inertial waves in a rotating fluid. In our set-up, a half-metre wide ellipsoid filled with water is brought to solid-body rotation, and then undergoes sustained harmonic modulation of its rotation rate. This triggers the exponential growth of a pair of inertial waves via a mechanism called the libration-driven elliptical instability. Once the saturation of this instability is reached, we observe a turbulent state for which energy is injected into the resonant inertial waves only. Depending on the amplitude of the rotation rate modulation, two different saturation states are observed. At large forcing amplitudes, the saturation flow mainly consists of a steady, geostrophic anticyclone. Its amplitude vanishes as the forcing amplitude is decreased while remaining above the threshold of the elliptical instability. Below this secondary transition, the saturation flow is a superposition of inertial waves which are in weakly nonlinear resonant interaction, a state that could asymptotically lead to inertial wave turbulence. In addition to being a first experimental observation of a wave-dominated saturation in unstable rotating flows, the present study is also an experimental confirmation of the model of Le Reun et al. (Phys. Rev. Lett., vol. 119 (3), 2017, 034502) who introduced the possibility of these two turbulent regimes. The transition between these two regimes and their relevance to geophysical applications are finally discussed.

Information

Type
JFM Papers
Copyright
© 2019 Cambridge University Press 
Figure 0

Figure 1. Schematic cartoon (a) and photograph (b) of the experimental set-up to implement libration-driven elliptical instability. A rigid, transparent ellipsoidal container is mounted on a turntable and a secondary oscillating motor, thus producing a rotation rate with harmonic disturbances. The ellipsoid is enclosed in a rectangular box filled with water (not shown on the cartoon for clarity), which limits refraction and ensuing image distortion. For scale, the vertical extent of the ellipsoid is $2c=430$  mm. Note that there was no water in the outer box at the time the picture was taken, and that the laser sheet was vertical instead of horizontal.

Figure 1

Figure 2. Photographs taken without (a) and with (b) an orange filter of the laser sheet lighting the fluorescent PIV particles. Using PIV particles absorbing the green light and emitting in red allows us to filter out the reflections of the sheet on the surface of the ellipsoid, thus improving the overall quality of the images taken by the high-resolution camera. Note that there was no water in the outer box at the time the pictures are taken.

Figure 2

Table 1. Summary of the different input parameters used in the experiment and the corresponding dimensionless parameters. The rotation rate is in rotations per minute (RPM). The Ekman number is defined as $E=\unicode[STIX]{x1D708}/(a^{2}\unicode[STIX]{x1D6FA}_{0})$, where $\unicode[STIX]{x1D708}$ is the viscosity of water, considered to be $1.0\times 10^{-6}~\text{m}^{2}~\text{s}^{-1}$ at room temperature; it compares the effects of viscosity to those of the Coriolis force. Note that the typical relative uncertainty on the value of the libration angle is approximately 1.5 %.

Figure 3

Figure 3. Experimental measurement of the libration base flow $\boldsymbol{U}_{b}^{\ell }$ (a) and the transformed base flow $\tilde{\boldsymbol{U}}_{b}^{\ell }$ (b) for an input Rossby number $Ro_{i}=6.08\times 10^{-2}$. Note that $X$ and $Y$ are normalised by $a$, and that the velocity is scaled by the typical libration velocity $Ro_{i}a\unicode[STIX]{x1D6FA}_{0}$.

Figure 4

Figure 4. (a) Experimental measurement of $\tilde{\boldsymbol{U}}_{b}^{\ell }\boldsymbol{\cdot }\tilde{\boldsymbol{e}}_{\unicode[STIX]{x1D719}}$ over half a period of libration. Each curve is labelled by the time $t$ at which the quantity is determined, given in milliseconds. (b) Experimental measurement of the effective rotation rate $\tilde{\unicode[STIX]{x1D6FA}}$ defined in (4.2) and best sinusoidal fit yielding $\unicode[STIX]{x1D700}=0.190\pm 0.002$ in this case. The fitting parameters are the phase and the amplitude of the sine. The agreement between the fit and the experimental data is within 1.5 %.

Figure 5

Figure 5. Snapshot of the theoretical (a) and experimental (b) libration base flow $\boldsymbol{U}_{b}^{\unicode[STIX]{x1D6FA}}$ transformed into the rotating frame, for an input Rossby number $Ro_{i}=5.74\times 10^{-2}$. The theoretical base flow is given by formula (2.5). In this frame, the libration base flow is a standing strain field. The velocity is normalised by a typical libration velocity $Ro_{i}a\unicode[STIX]{x1D6FA}_{0}$ and the distances are normalised by $a$.

Figure 6

Figure 6. (a) Kinetic energy variation over a hundred rotation times at an Ekman number $E=5.0\times 10^{-6}$, $f=4$ and $Ro_{i}=5.17\pm 0.07\times 10^{-2}$. (b) Several successive time series of the kinetic energy for the same experimental run as in (a). This panel highlights the long-time variability of the saturation flow. The minimum separation between two successive recordings of the velocity field is set by the time needed to transfer the data from the camera to the computer. This data set comprises long (5476 images) and short (500 images) recordings at a frame rate of 30 fps. Note that these time series include the one shown in (a). For both panels, the time series are low-pass filtered by a sliding average over one rotation period. (c) Mean value of the kinetic energy in the saturation phase of the instability at 30 RPM and $f=4$ for all the experimental values of the input Rossby number $Ro_{i}$. The error bar is given by the standard deviation of kinetic energy considering all successive recordings for each experiment (see for instance the central panel). The vertical dashed line gives the approximate viscous threshold of the instability according to Le Bars et al. (2010) and Favier et al. (2015), which is $Ro_{i,c}\sim 10\sqrt{E}$, and below which the flow is experimentally observed to be stable.

Figure 7

Figure 7. Ensemble average of temporal spectra at a forcing amplitude $Ro_{i}=5.17\times 10^{-2}$, a libration frequency $f=4$ and an Ekman number $E=5.0\times 10^{-6}$. The frequency $\unicode[STIX]{x1D714}$ is given in rotation units, so that $\unicode[STIX]{x1D714}=1$ corresponds to a frequency of $\unicode[STIX]{x1D6FA}_{0}$. Two different power spectra are displayed, they correspond to two different recordings around a time $t$ indicated in rotation periods in order to enhance robust features. Among the clear peaks are the base flow at $\unicode[STIX]{x1D714}=f=4$ peaking at $\hat{E}(f)/e_{b}\sim 1$, and the resonant mode at $\unicode[STIX]{x1D714}=f/2=2$. The shaded area denotes the domain of existence of inertial waves. The two symbols at $\unicode[STIX]{x1D714}=0$ highlight the value taken by both spectra at this frequency, their colour being the same as the corresponding spectra. The typical frequency resolution is approximately $1.1\times 10^{-2}$.

Figure 8

Figure 8. (a) Power spectra with labelled peaks. The spectrum at $E=5.0\times 10^{-6}$ is the same as in figure 7 ($Ro_{i}=5.17\times 10^{-2}$). The $E=7.4\times 10^{-6}$ spectrum is determined from an experiment at input Rossby number $Ro_{i}=5.90\times 10^{-2}$, it has been vertically shifted to facilitate the comparison. Several pairs of triadic resonance relations can be noticed, such as $0.27+1.73$, $0.54+1.46$, $0.61+1.39$ and $0.66+1.34$. (b) Azimuthal component of the resonant wave. (c–g) Pairs of structures $\hat{\boldsymbol{u}}(\boldsymbol{r};\unicode[STIX]{x1D714})$ satisfying the triadic resonance condition on the frequency (relation (2.12)). For each frequency, including $\unicode[STIX]{x1D714}=2$, we show the component which has the largest amplitude among the imaginary and real parts of the radial ($\hat{u} _{r}$) and azimuthal ($\hat{u} _{\unicode[STIX]{x1D719}}$) velocities. Lastly, in all velocity maps, distance is normalised by $a$ and velocity by $Ro_{i}a\unicode[STIX]{x1D6FA}_{0}$.

Figure 9

Figure 9. Computation of the azimuthal wavenumber decomposition (see formulae (5.8) and (5.9)) of the paired structures shown in figure 8. The energy contained in the wavenumbers is shown in arbitrary units. Note that these maps are symmetric respective to $m=0$, so that the energy contained in the $m$ and $-m$ modes is the same. For these structures to significantly interact with the resonant mode, the gap between the displayed principal wavenumbers numbers must be $\pm 1$ (see relation (5.10)), which is indeed observed for the first two pairs, but less obvious for the last one. Note that in the computation of the energy, the radial integration has been restricted to radii below $0.5a$, which corresponds to the radius of the largest circle fitting inside the PIV fields.

Figure 10

Figure 10. Temporal spectra of the saturation flow obtained at $E=5.0\times 10^{-6}$ with the same process as in figure 7, but with higher forcing amplitudes or $Ro_{i}$ values. As earlier, the inertial wave domain is highlighted in grey, and the base flow and resonant peaks are clearly identifiable.

Figure 11

Figure 11. Long-term evolution of the kinetic energy of the total perturbation flow $\boldsymbol{u}$ (see § 5.1) and the geostrophic component for experiments carried out at $E=7.4\times 10^{-6}$ (a) and $E=5.0\times 10^{-6}$ (b). Each experimental run consists in a succession of recordings from which the average total kinetic energy and the mean flow kinetic energy are extracted. They are normalised by the base flow energy ${\mathcal{E}}_{b}$ defined in (5.3). Note that the spectra shown in figures 7 and 8(a) correspond to the time series $E=5.0\times 10^{-6}$, $Ro_{i}=5.17\times 10^{-2}$ and $E=7.4\times 10^{-6}$, $Ro_{i}=5.90\times 10^{-2}$. The error bars on the total kinetic energy correspond to its standard deviation over each recording. For each experiment, time is normalised by a nonlinear time scale $2\unicode[STIX]{x03C0}/(\unicode[STIX]{x1D6FA}_{0}Ro_{i})$. The vertical dashed line denotes a long nonlinear time scale $2\unicode[STIX]{x03C0}/(\unicode[STIX]{x1D6FA}_{0}Ro_{i}^{2})$.

Figure 12

Figure 12. (a) Mean flow $\overline{\boldsymbol{U}}$ extracted by averaging of the saturation flow observed at an Ekman number $E=5.0\times 10^{-6}$ and an input Rossby number $Ro_{i}=6.78\times 10^{-2}$. The colour scale of the arrows gives the norm of the velocity, normalised by the base flow velocity $Ro_{i}\unicode[STIX]{x1D6FA}a$. The rotation of the turntable being clockwise, the observed vortex is an anticyclone. Lengths are normalised by $a$. (b) Zonal average of the mean flow orthoradial velocity at the same Ekman number; it is normalised by $a\unicode[STIX]{x1D6FA}_{0}$, independently of $Ro_{i}$, which enhances the sharp change in the mean flow amplitude.

Figure 13

Figure 13. (a) Experimental measurements of the root mean square (r.m.s.) value ${\mathcal{U}}_{rms}^{2d}$ of the mean flow, defined in (6.2), as a function of the input Rossby number $Ro_{i}$; it is normalised by $a\unicode[STIX]{x1D6FA}_{0}$ instead of $Ro_{i}a\unicode[STIX]{x1D6FA}_{0}$ so that the amplitude of the r.m.s. value is independent of $Ro_{i}$. The red symbols show the approximate critical Rossby number $10\sqrt{E}$ at the Ekman number corresponding to the shape of the symbol. (b) Experimental measurements of the central vorticity of the mean flow $\overline{\unicode[STIX]{x1D714}}_{z}(r=0)$ (see formula (6.3)) as a function of $Ro_{i}$. It is normalised by the rotation rate $\unicode[STIX]{x1D6FA}_{0}$. Note the mean flow is an anticyclonic vortex and has therefore a vertical vorticity opposite to the rotation. For both panels, the error bars indicate the typical variability in the saturation phase by computing the standard deviation of ${\mathcal{U}}_{rms}^{2d}$ and $\overline{\unicode[STIX]{x1D714}}_{z}(r=0)$ when more than one data set was available.

Figure 14

Figure 14. Experimental determination of the position of the secondary transition of the geostrophic vortex as a function of the Ekman number $E$ and the input Rossby number $Ro_{i}$. The shaded area denotes the values of the control parameters for which the libration base flow is stable, its upper bound is a line $Ro_{i}=10\sqrt{E}$. The empty symbols stand for the control parameters of Grannan et al. (2014) and Favier et al. (2015) for which a central anticyclone similar to what is observed here is obtained in the nonlinear saturation. As it can be noticed in the data of Favier et al. (2015) (figure 5), there exists a sharp increase in the central vorticity; points below this transition are black circles and points above are red diamonds. To determine the location of the transition in our experiments, we consider that the threshold is reached when the energy of the mean flow is larger than 15 % of its largest value over a whole set of experiments carried out at the same Ekman number but different input Rossby numbers. Varying this threshold, say from 5 % to 20 %, may change the nature of the points around the dashed line, but does not affect the overall trend for the separation between the two regimes.

Figure 15

Figure 15. (a) Total vertical vorticity $2\unicode[STIX]{x1D6FA}_{0}+\overline{\unicode[STIX]{x1D714}}_{z}(r)$ of the fluid inside the ellipsoid as a function of the radius. (b) Local kinetic energy of the resonant mode at $\unicode[STIX]{x1D714}=2$ as a function of the radius. The energy is normalised by $(Ro_{i}a\unicode[STIX]{x1D6FA}_{0})^{2}$ and the radius by $a$.

Figure 16

Figure 16. Norm of the velocity of the resonant wave extracted by temporal filtering of the saturation field below (a) and above (b,c) the threshold of the secondary transition on the geostrophic anticyclone. The dashed circle shows the radius at which the global vorticity is always below $2\unicode[STIX]{x1D6FA}_{0}$, i.e. $r/a\sim 0.2$ (see figure 15). The colour scale gives the norm of the velocity normalised by $Ro_{i}a\unicode[STIX]{x1D6FA}_{0}$.

Figure 17

Figure 17. Schematic regime diagram of the saturation of the elliptical instability proposed after the present experimental study, depending on the Ekman number $E$ and the input Rossby number $Ro_{i}$, building on figure 14. In particular, we place the geophysically relevant regime at low $E$ and $Ro_{i}$. The elliptical instability threshold shown here is associated with a viscous damping rate dominated by wall boundary layer friction corresponding to a $Ro_{i}\propto E^{1/2}$ line. We report the possible behaviour of the boundary between the geostrophic-dominated and the wave-dominated regimes at low $E$ and $Ro_{i}$ with the dotted lines: the case where the secondary instability would be a finite Rossby number effect ($E^{0}$ line), the case where the instability of Kerswell (1999) causes the transition ($E^{1/4}$ line) and lastly the continuation of what is observed in our experiments ($E^{1/2}$ line). We also draw thin dashed line for which the Reynolds number $Re=Ro_{i}/E$ is constant, and the direction in which it increases.

Figure 18

Figure 18. Schematic of the set-up used to calibrate the pictures of the laser sheet. An opaque grid pattern placed on the wall of the water box is used to interrupt the laser rays and create a shaded pattern (the ‘physical pattern’) inside the ellipsoid. The geometry of this physical pattern can be known by ray path construction. The camera records a ‘recorded pattern’ that is to be compared with a ‘theoretical pattern’. The latter is the result of ray path construction from the physical pattern to the camera.

Figure 19

Figure 19. Panels (a) and (b) show respectively the physical and recorded shaded patterns created by an opaque grid with a 10 mm step at the entrance of the water box. Panel (c) shows the best fit between the detected edges (in red) and the theoretical pattern; the only fitting parameter is the scaling factor applied to the theoretical pattern to match the recorded pattern. In the computed shaded pattern depicted in (a), the PMMA containers, i.e. the ellipsoid and the outer box, are in grey, and all these containers are filled with pure water. The recorded pattern of picture (b) has been obtained by shining the laser sheet to the particle-seeded ellipsoid while in a spin-up phase. It is the results of averaging 500 pictures spanning over approximately 15 s. The red lines are the result of an automated contour detection and a fit of the detected edges with lines. Note that averaging the light diffused by particles enhances the area where the two parts of the ellipsoid are glued together, materialised by an intermediate contrast horizontal line at mid-height. Heterogeneity in the diffused light caused by unavoidable parasitic reflections of the laser sheet on the walls is also noticeable.