2008
DOI: 10.1002/qj.272
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Do transient gravity waves in a shear flow break?

Abstract: ABSTRACT:The propagation of transient gravity waves in a shear flow towards their critical levels is examined using a ray tracing approximation and a higher-degree (quasi-optic) approximation. Because of its transient forcing, the amplitude of transient waves decays to zero in the neighbourhood of the critical region so that it is not clear whether transient gravity waves will reach the convective instability threshold or not. The analysis shows that the horizontal perturbation decays asymptotically as the inv… Show more

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Cited by 4 publications
(12 citation statements)
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“…The T-G equation (1) can become singular at a critical level, z cl , where U(z cl ) = c and c is the wave phase speed in the direction of wind velocity. Most investigations of wave critical levels in the literature focus on their impact on wave generation and property changes such as wave dissipation/breaking [e.g., Geller et al, 1975;Nappo and Chimonas, 1992;Moustaoui et al, 2004;Lane and Sharman, 2008;Pulido and Rodas, 2008], mean flow acceleration through wave momentum flux deposition when IGWs break near critical levels [e.g., Jones and Houghton, 1971;Hirt, 1981;Weinstock, 1982;Nappo and Chimonas, 1992], IGW reflection from critical levels [e.g., Jones, 1968;Hirt, 1981], wave energy leakage across critical levels [e.g., Booker and Bretherton, 1967;Jones and Houghton, 1971;Teixeira et al, 2008], and three-dimensional wave instability near critical levels [Winters and D'Asaro, 1994]. A background shear flow can supply energy to waves through instabilities and can extract energy from waves through wave momentum deposition at wave critical levels [e.g., West, 1981].…”
Section: Wave Critical Levelsmentioning
confidence: 99%
“…The T-G equation (1) can become singular at a critical level, z cl , where U(z cl ) = c and c is the wave phase speed in the direction of wind velocity. Most investigations of wave critical levels in the literature focus on their impact on wave generation and property changes such as wave dissipation/breaking [e.g., Geller et al, 1975;Nappo and Chimonas, 1992;Moustaoui et al, 2004;Lane and Sharman, 2008;Pulido and Rodas, 2008], mean flow acceleration through wave momentum flux deposition when IGWs break near critical levels [e.g., Jones and Houghton, 1971;Hirt, 1981;Weinstock, 1982;Nappo and Chimonas, 1992], IGW reflection from critical levels [e.g., Jones, 1968;Hirt, 1981], wave energy leakage across critical levels [e.g., Booker and Bretherton, 1967;Jones and Houghton, 1971;Teixeira et al, 2008], and three-dimensional wave instability near critical levels [Winters and D'Asaro, 1994]. A background shear flow can supply energy to waves through instabilities and can extract energy from waves through wave momentum deposition at wave critical levels [e.g., West, 1981].…”
Section: Wave Critical Levelsmentioning
confidence: 99%
“…Note that (2.15) is similar to the expression for the wave energy density obtained in Pulido & Rodas (2008) for internal gravity waves, but in that case the derivation is based on energy equipartition while for inertio-gravity waves that principle is not valid.…”
Section: Mathematical Formulationmentioning
confidence: 72%
“…where the c subindex represents evaluation at the central absolute frequency, Ω c is the central intrinsic frequency and Ω ic is the initial central intrinsic frequency. The transient inertio-gravity wave solution obtained in (2.19) differs from the solution obtained by Pulido & Rodas (2008) for transient internal waves in the amplitude and phase terms due to the dispersion relation. The part of the exponential with imaginary argument in (2.19) represents the phase that defines the central ray given by the stationary phase points ∂ ω ψ c = 0.…”
mentioning
confidence: 69%
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