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Inertia–gravity waves in inertially stable and unstable shear flows

Published online by Cambridge University Press:  19 June 2015

François Lott*
Affiliation:
Laboratoire de Météorologie Dynamique du CNRS, Ecole Normale Supérieure, 24, rue Lhomond, 75231 Paris CEDEX 05, France
Christophe Millet
Affiliation:
CEA, DAM, DIF, 91297 Arpajon, France
Jacques Vanneste
Affiliation:
School of Mathematics and Maxwell Institute for Mathematical Sciences, University of Edinburgh, Edinburgh EH9 3FD, UK
*
†Email address for correspondence: flott@lmd.ens.fr

Abstract

An inertia–gravity wave (IGW) propagating in a vertically sheared, rotating stratified fluid interacts with the pair of inertial levels that surround the critical level. An exact expression for the form of the IGW is derived here in the case of a linear shear and used to examine this interaction in detail. This expression recovers the classical values of the transmission and reflection coefficients $|T|=\text{e}^{-{\rm\pi}{\it\mu}}$ and $|R|=0$ , where ${\it\mu}^{2}=J(1+{\it\nu}^{2})-1/4$ , $J$ is the Richardson number and ${\it\nu}$ the ratio between the horizontal transverse and along-shear wavenumbers. For large $J$ , a WKB analysis provides an interpretation of this result in term of tunnelling: an IGW incident on the lower inertial level becomes evanescent between the inertial levels, returning to an oscillatory behaviour above the upper inertial level. The amplitude of the transmitted wave is directly related to the decay of the evanescent solution between the inertial levels. In the immediate vicinity of the critical level, the evanescent IGW is well represented by the quasi-geostrophic approximation, so that the process can be interpreted as resulting from the coupling between balanced and unbalanced motion. The exact and WKB solutions describe the so-called valve effect, a dependence of the behaviour in the region between the inertial levels on the direction of wave propagation. For $J<1$ this is shown to lead to an amplification of the wave between the inertial levels. Since the flow is inertially unstable for $J<1$ , this establishes a correspondence between the inertial-level interaction and the condition for inertial instability.

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© 2015 Cambridge University Press 
Figure 0

Figure 1.Paths used for the integration of the vertical structure equation (2.2); see also figure 1 in Jones (1967) and note that our real ${\it\xi}$-axis is vertical while Jones’s is horizontal.

Figure 1

Figure 2.Ratio of the EP flux between the inertial levels to the incident EP flux, $\text{log}_{10}(F^{z(II)}/F^{z(I)})$, as a function of the Richardson number $J$ and wave aspect ratio ${\it\nu}=l/k$.

Figure 2

Figure 3.Vertical velocity $W$ for the exact solution (2.4a)–(2.4c) ($\text{Re}\,W$, black solid; $\text{Im}\,W$, black dashed) and the WKB approximation (3.4a)–(3.4c) ($\text{Re}\,W_{WKB}$ grey solid and $\text{Im}\,W_{WKB}$ grey dashed) for $J=5$, ${\it\nu}=0.1$: (a) global view; (b) zoom on the lowest inertial level.

Figure 3

Figure 4.Vertical velocity $W$ for the exact solution (2.4a)–(2.4c) ($|W|$ thick grey solid, $\text{Re}\,W$ grey solid, and $\text{Im}\,W$ grey dashed) and EP flux $F^{z}$ from (2.11) (black solid) for $J=5$ and ${\it\nu}=\pm 1$. The EP flux is normalized by its incident value: (a,c) global views for ${\it\nu}=1$ and ${\it\nu}=-1$, respectively; (b,d) corresponding zooms on the lowest inertial level.

Figure 4

Figure 5.Same as figure 4 but for $J=0.5$, ${\it\nu}=\pm 2$. (a,c) global views for ${\it\nu}=2$ and ${\it\nu}=-2$, respectively; (b,d) corresponding zooms between the inertial levels. In (a,b), the EP flux is normalized by its amplitude between the inertial layers. Note the change of scale in (d).