1 / 11

Baroclinic Instability Variations

Baroclinic Instability Variations. F. Javier Beron-Vera J. Fluid Mech., 352: 245 (1997) M. Josefina Olascoaga J. Geophys. Res., 104: 23,357 (1999) Pedro Miguel Ripa J. Fluid Mech . , 403: 1 (2000) J. Fluid Mech . , 428: 387 (2001) Rev. Mex. Fís. , in press. Outline. Background

lilike
Télécharger la présentation

Baroclinic Instability Variations

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. Baroclinic Instability Variations • F. Javier Beron-Vera J. Fluid Mech., 352: 245(1997) • M. Josefina Olascoaga J. Geophys. Res., 104: 23,357(1999) • Pedro Miguel Ripa J. Fluid Mech., 403: 1(2000) J. Fluid Mech., 428: 387(2001) Rev. Mex. Fís., in press

  2. Outline • Background • Generalizing Two-field models • Charney Numbers – Arnold-1 • Low- and Short-wave cutoff – Arnold-2 • Components “resonance” • Rossby Waves resonance • Bounds on the growth of perturbations

  3. Eady (1949): β = 0, rigid horizontal boundaries Blumsack & Gierasch (1972): β = 0, sloping bottom Fukamachi et al. (1995):β = 0, free bottom, βT = 0 (topographic) Beron-Vera (1997):β = 0, free bottom, βT 0 Lindzen (1994): β  0, but q uniform. Phillips (1951): β  0, rigid horizontal boundaries Bretherton (1966): β = 0, rigid sloping boundaries Olascoaga (1999) : β  0, free bottom , βT 0

  4. Basic Flow: Two Charney # (beta/shear) Outside the wedge, a hamiltonian (“energy”) is H > 0: nonlinear stability (Arnold’s First Theorem)

  5. Enter another variable: the perturbation wavenumber κ All hamiltonians are sign independent for κL(b,bT) < κ < κS(b,bT) Notice the finite region for κL(b,bT) = 0

  6. Normal Mode instability, for κL(b,bT) < κ < κS(b,bT)

  7. Growth Rate along different directions in the (b,bT) plane (see color coded regions in slide 5) • If the advection of a q field by the other q field is arbitrarely neglected, these uncoupled components “resonate” along the blue curve. This “explains” the instability onset. (If shear  0 then b, bT  along b/bT = const.) • Maximum growth rate near b + bT  0

  8. Resonance of Rossby Waves The conditionb + bT  0 corresponds to the cancellation of both beta effects+ T  0: near resonance of true waves.This “explains” the maximum growth rate.

  9. Bounding the wavy part of the perturbation qj,à la Shepherd, or the whole perturbation qj

  10. Conclusions • Generalized Phillips-like or Eady-like model: • either two layers with constant density and variable potential vorticity orone layer with constant potential vorticity and variable boundary densities • free boundary and/or fixed topography • Necessary and sufficient stability conditions • “Resonance” of uncouple dynamical fields • At the cancellation of planetary and topographic beta effects: • resonance of Rossby waves • maximum growth rate • perturbation growth bounds are trivial

More Related