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Spin-up in a semicircular cylinder

Published online by Cambridge University Press:  14 March 2022

R.J. Munro
Affiliation:
Faculty of Engineering, University of Nottingham, Nottingham NG7 2RD, UK
M.R. Foster
Affiliation:
Department of Mechanical and Aerospace Engineering, The Ohio State University, Columbus, OH 43210, USA Department of Mechanical Engineering, Western New England University, Springfield, MA 01119, USA

Abstract

We report experimental and theoretical results on how a fluid (homogeneous or continuously stratified) is spun up in a closed, semicircular cylinder. Experiments were performed for Rossby numbers $Ro=0.02$, 0.2 and 1 (the latter corresponding to the limiting case of spin-up from rest), with the Ekman number $E=O({10^{-5}})$, and the Burger number ($S$) varied between 0 and 10. There are two key processes: Ekman pumping that drives the core flow; and the formation and breakdown of the vertical-wall boundary layers, with respective characteristic time scales $t\sim E^{-1/2}$ and $Ro^{-1}$. When these time scales are comparable, the observed flow is dominated by the gradual spin-up of the initial anticyclone that forms when the rotation rate is increased, which fills the container's interior; vorticity generated adjacent to the vertical walls throughout remains confined to the neighbourhood of the container's walls and corners. Conversely, when ${E^{1/2}/Ro\ll 1}$, the vertical-wall boundary layers rapidly break down, resulting in the formation of cyclonic vortices in the container's vertical corners, which grow and interact with the initial anticyclone, leading to the formation of a three-cell flow pattern. For $Ro=0.02$, our theoretical description of the flow generally agrees well with experiments, and the computation of the eruption times for the unsteady boundary layers is consistent with the observations for both $Ro=0.02$ and $Ro=0.2$.

Information

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 sketch of the experimental set-up.

Figure 1

Table 1. A summary of the experimental conditions.

Figure 2

Figure 2. Data from experiment C ($\varOmega =1.04\ \text {rad}\ \text {s}^{-1}$, $Ro =0.02$ and $S=1.6$). Contours of the stream function estimated from the measured vorticity, superimposed on corresponding measurements of the velocity vectors $(U,V)$ (only every sixth vector is shown, to avoid saturation). The dimensionless times $t$ (and $tE^{1/2}$) at which the data were taken are (a) 3 (0.02), (b) 87 (0.5), (c) 173 (1.0), (d) 347 (2.0), (e) 520 (3.0), (f) 650 (3.75). The green contours (anticyclonic flow) are uniformly distributed from 0 at increments of 0.004; the blue contours (cyclonic flow) are negative and uniformly distributed from $-0.004$ at increments of $-0.004$. A scale for the velocity vectors is shown in (a).

Figure 3

Figure 3. The plots show measurements of flow speed, $\sqrt {U^{2} + V^{2}}$, extracted along $x=0$, at $y=0.2$ ($\bullet$) and $y=0.8$ ($\circ$), and plotted against time $tE^{1/2}$ for up to four spin-up time scales: (a) $Ro=0.02$; (b) $Ro=0.2$. The data shown are for $S=0$ (black), $S=0.4$ (green), $S=1.6$ (blue), $S=3.0$ (red) and $S=10$ (cyan). Selected error bars are shown for $S=0$ and 10, which are representative. Estimates for the error bars were obtained by calculating the local standard deviation over a 2 s period about the data point in question. The black line in (a) shows the theoretical Ekman decay, $\sim \exp (-2E^{1/2}t/h)$, one would expect for a homogeneous fluid ($S=0$).

Figure 4

Figure 4. Data from experiment H ($\varOmega =1.04\ \text {rad}\ \text {s}^{-1}$, $Ro =0.2$ and $S=1.6$). Contours of the stream function estimated from the measured vorticity, superimposed on corresponding measurements of the velocity vectors $(U,V)$ (only every sixth vector is shown, to avoid saturation). The dimensionless times $t$ (and $tE^{1/2}$) at which the data were taken are (a) 3 (0.02), (b) 17 (0.1), (c) 26 (0.15), (d) 43 (0.25), (e) 87 (0.5), (f) 173 (1.0), (g) 347 (2.0), (h) 520 (3.0). The green contours (anticyclonic flow) are uniformly distributed from 0 at increments of 0.003; the blue contours (cyclonic flow) are negative and uniformly distributed from $-0.005$ at increments of $-0.005$. A scale for the velocity vectors is shown in (a).

Figure 5

Figure 5. Data from experiment K ($\varOmega =0.4\ \text {rad}\ \text {s}^{-1}$, $Ro =1$ and $S=0$). Contours of the stream function estimated from the measured vorticity, superimposed on corresponding measurements of the velocity vectors $(U,V)$ (only every sixth vector is shown, to avoid saturation). The dimensionless times $t$ (and $tE^{1/2}$) at which the data were taken are (a) 3 (0.03), (b) 5.4 (0.05), (c) 7.5 (0.07), (d) 9.7 (0.09), (e) 17 (0.16), (f) 32 (0.3), (g) 43 (0.4), (h) 65 (0.6). The green contours (anticyclonic flow) are uniformly distributed from 0 at increments of 0.003; the blue contours (cyclonic flow) are negative and uniformly distributed from $-0.005$ at increments of $-0.005$. A scale for the velocity vectors is shown in (a).

Figure 6

Figure 6. The solid grey line shows the velocity component $v=p_r/2$, evaluated using (3.3b) and (3.4) along $\theta ={\rm \pi} /2$, and compared with experimental data for $Ro=0.02$, obtained at time $t=3.0$. The data shown are for $S=0$ (black), $S=0.4$ (green), $S=1.6$ (blue), $S=3.0$ (red), $S=10$ (cyan). We have included estimates of uncertainty for $S=0$ (black) only, which are representative.

Figure 7

Figure 7. (a) Core flow velocity profile along $\theta ={\rm \pi} /2$, at $tE^{1/2}=1.0$ for $S=0$ (black), $S=0.4$ (green), $S=1.6$ (blue), $S=3.0$ (red). The grey, dashed line is the $S$-independent profile for the initial, impulsive start. Results for $S=10$ have not been included here because they are barely distinguishable from $S=3.0$. (b) Time evolution of $v$ at $r=0.2$, $\theta ={\rm \pi} /2$ for $S=0$ (black), $S=0.4$ (green), $S=1.6$ (blue), $S=3.0$ (red).

Figure 8

Figure 8. Boundary-layer displacement thickness, $\delta ^{+}$, scaled with $E^{1/4}$, versus distance $x$ along the straight wall, for $S=1.6$. (a) $Ro=0.02$. The times $\tau =E^{1/2}t$ for which results are shown are $0.05$ (blue), $0.10$ (black), $0.20$ (red), $0.29$ (green). (b) $Ro=0.2$. The times $\tau$ for which results are shown are $0.01$ (blue), $0.02$ (black), $0.03$ (red), $0.044$ (green).

Figure 9

Figure 9. Results for $S=0$ and $Ro=0.02$. (a) Boundary-layer displacement thickness, $\delta ^{+}$, scaled with $E^{1/4}$, versus distance $x$ along the straight wall. The times $\tau =E^{1/2}t$ for which the data are shown are $0.1$ (black), $0.50$ (red), $1.0$ (green), $4.0$ (blue). (b) Instantaneous streamline pattern in the boundary layer in the vicinity of $(x,y)=(-1,0)$, at $\tau =1.0$.

Figure 10

Figure 10. Composite solutions for the velocity component $v$ on $\theta ={\rm \pi} /2$ (thick grey lines) compared with corresponding experimental data, for times $\tau =E^{1/2}t=0.5$ (left-hand plots) and $1.0$ (right-hand plots). The data are for (a,b) $S=0$, (c,d) $S=0.4$, (e,f) $S=1.6$, (g,h) $S=3.0$.