The interior potential-vorticity equation alone does not determine the frequency. Use the rigid-boundary buoyancy condition for quasi-geostrophic waves. Linear adiabatic buoyancy conservation about the basic state gives
At , the impermeability condition sets and the basic velocity is zero. Therefore
Substitution of yields the dispersion relation of a semi-infinite Eady edge wave
For , this is . The sign is fixed by both the thermal-wind relation and the lower-boundary buoyancy budget.
The steering height of a semi-infinite Eady edge wave is obtained by cancelling the phase-speed term against the basic advection in the wave-following frame:
Thus the phase velocity equals the basic thermal-wind velocity at one penetration depth. For nonzero they have the same sign in the laboratory frame. If “exactly opposes the thermal wind” is read literally as , it instead gives , outside the fluid: there is no positive physical height with opposite laboratory velocities. The positive height above is the physically meaningful critical level, where the and contributions to the wave-frame material derivative oppose and cancel. This distinction resolves the ambiguous printed wording without reversing the derived wave speed. If , the shear and vanish, so there is no distinguished steering height.
The linear elastic wave equation is . For a shear-horizontal wave, take with no dependence. Its divergence vanishes, and
Rigid fixed boundaries require at . The modes are with , , and
There is no displacement mode with these clamped boundary conditions. For , the phase velocity and group velocity are
The phase velocity decreases from infinity to , while the group velocity increases from zero to ; their product is .
Figure 1.
Dispersion, phase velocity and group velocity of a clamped shear-horizontal waveguide mode
. Details.
For a mode of frequency , the appropriate time and cross-sectional average is , per unit transverse width. Its average kinetic energy density is . The only nonzero strains are and , while . Thus the elastic energy density is , whose average is . The dispersion relation proves equality of average kinetic and elastic energies.
For the ray asymptotics of a clamped elastic waveguide mode, expand the localized initial displacement in transverse sine modes and Fourier transform in . For a displacement released from rest, each mode evolves with . At the oscillatory phases are . If , one phase has a stationary point with
The stationary phase method gives a generic oscillatory amplitude proportional to for each contributing mode. If the initial Fourier coefficient vanishes at the stationary point, that mode can decay faster; smooth localized data make the modal sum well behaved. If , there is no stationary point. Repeated integration by parts gives rapid decay for smooth rapidly decaying data; for initially compactly supported displacement, finite propagation speed makes the displacement on that ray exactly zero after a sufficiently long time. These are the requested subsonic and super-shear-speed regimes.
Take , retaining a finite low-frequency branch and a nonzero wavevector. In the dispersion relation, neglect against and neglect against in their coefficient. The inertial wave limit is
Choose the signed branches , . The phase velocity normal to the phase planes and the group velocity are
Therefore , so
The geometric reason is that this limiting dispersion relation is homogeneous of degree zero in : its frequency depends on direction, not magnitude. Euler homogeneous function theorem gives . Exact orthogonality holds for this inertial wave limit; finite compressibility introduces corrections. At a zero-frequency degeneracy the usual propagating-wave interpretation needs a limiting treatment.
Take , without loss for this symmetric real base state, and write , , and . The given quartic becomes a real quadratic . Its constant term factors as
Therefore exactly when
A negative product means the two quadratic roots are real and of opposite sign: the discriminant is . The negative root gives a pair . One sign has positive temporal growth rate and is unstable. Using the definitions of the hyperbolic functions gives the required unstable band:
This proves the unstable band of a three-layer stratified shear flow directly, without needing to solve all four quartic roots.
For the wave interpretation, consider either interface in isolation with decaying normal modes . Put , , and , the intrinsic phase velocity. At either interface , while at the upper interface and at the lower one. The jump conditions for stratified inviscid shear flow give the gravity-vorticity interface wave relation
For stable density jumps, , both intrinsic branches are real. In units , the isolated wave speeds are
The upper wave travelling against its positive background current has . The lower wave travelling against its negative background current has the opposite speed, . Their counterpropagating wave resonance in a three-layer shear flow occurs at , which gives
At large wavenumber, coupling across the separation is exponentially weak, of order . The unstable band becomes
with full width . It is a counterpropagating wave instability: the two waves propagate oppositely relative to their local currents but have almost equal laboratory phase velocities, allowing weak coupling to lock their phases and extract mean-flow energy. The unstable band of a three-layer stratified shear flow thus becomes narrowly concentrated around this resonance. For fixed , arbitrarily large lies outside that band; large- resonance requires to grow with .
Write and , so the PDF's vector potential vorticity is . The local TeX loses some of this boldface. Taking the vertical curl of the momentum equation gives , while mass conservation gives . Thus
This is the linear perturbation of shallow-water potential vorticity, scaled by ; it should not be confused with the full nonlinear conserved ratio .
Since , taking the divergence of momentum gives . Differentiate mass conservation and use to obtain
For , substitution of the stated plane wave gives the linear rotating shallow-water dispersion relation, with :
The two even branches approach at large and have values at . The original dispersion diagram below also compares the speed magnitudes.
Figure 1. . Rotating shallow-water frequency branches and magnitudes of phase velocities and group velocities, with dimensionless wavenumber. Details.
For , the phase velocity and group velocity magnitudes are
The printed convention means the signed phase velocity is and the signed group velocity is . The speed magnitudes above are independent of that sign convention.
For , longer wavelengths have greater phase velocity but smaller group velocity: individual crests and wave packets therefore answer “faster or slower” differently. At long wavelength, , the frequency is nearly the inertial frequency , , and . Rotation has its largest relative effect here, and the waves are strongly dispersive. At short wavelength, , both speeds tend to and rotation gives only a small, weakly dispersive correction. If , the gravity waves are nondispersive, with speed ; at the phase velocity formula is undefined.
Use and retain terms linear in the displacement and perturbation potentials. Evaluation at may then be replaced by evaluation at : the correction to a perturbation is second order. The kinematic boundary conditions become
The linearized pressure continuity is
The decaying normal modes give and . Thus , . Substitution into the dynamic condition yields the Kelvin-Helmholtz dispersion relation with gravity,
Put and . Completing the square gives
For , the temporal growth rate is . A growing complex conjugate branch therefore exists precisely when the radicand of the square root is negative:
At equality the two phase velocities coincide and there is no exponential growth. Below it the roots describe real internal gravity waves. The denser lower fluid gives stable density stratification, but the tangential shear can overcome it. The assumption is needed for the displayed threshold; equal streams have no such shear instability.
The odd-potential branch uses , whereas the even-potential branch uses . The imaginary parts are identical because
Consequently the equality of top-hat jet parity growth rates gives
Here is the positive temporal growth rate. The real phase velocities differ: and . Thus equal amplification does not imply equal propagation. As , both approach the isolated-vortex sheet phase velocity and growth rate .
Substitution of gives
The phase velocity is negative for all nonzero wavenumbers, so crests travel left. The group velocity is negative for , zero at , and positive for . Its minimum is at zero and maximum at ; it tends to zero from above at infinity. The odd dispersion relation has extrema at , with .
The Fourier solution is . The stationary-phase statements require enough amplitude regularity and decay, for example smooth and rapidly decreasing; realness and evenness alone do not guarantee a convergent integral or a stationary-phase expansion. For , set and solve implicitly.
Write , with the upper sign referring to , and use an f-plane with Coriolis parameter for the stated directions. The formulas retain the signed ; a positive Rossby deformation radius means . Let be the constant fluid density.
Far from the depth step the problem is independent of . The linearized shallow water equations imply conservation of . Initially this is . In geostrophic balance, and , so
Boundedness and matching of height and its derivative at give geostrophic adjustment of a surface-height jump:
The potential energy release per unit length in is the finite difference between two individually infinite energies:
For comparison, the final kinetic energy is , so the energy radiated in inertia-gravity waves is . Integrating the depth-weighted velocity over gives the volume transports
For , is towards the step and is away from it. Their difference is ; a global steady state cannot simply join the two far-field currents without additional transport along the step.
To obtain the rotating shallow-water height equation with variable depth, set and . Direct differentiation of the original momentum and continuity equations gives
Consequently
At the step, is a Dirac delta distribution; the original matching conditions are used rather than assuming a smooth depth there. Velocity elimination raises the time order: initially and , as well as the prescribed initial height.
For a decaying harmonic disturbance, the height equation on each constant-depth side gives
Solving the two momentum equations yields
Continuity of at the step gives the implicit step-trapped topographic Rossby wave dispersion relation
This derivation assumes and positive decay rates; it describes the low-frequency trapped branch, rather than the radiating inertia-gravity waves.
In the quasi-geostrophic approximation, replace by . The resulting explicit frequency, and then its leading small- form, are
For , the phase velocity has the sign of . Thus propagation is eastward in the Northern Hemisphere, with the shallower side on the right. Differentiating the leading dispersion relation gives
In the long-wave limit the group velocity and phase velocity coincide:
To find the slow amplitude, integrate the low-frequency height equation across the step. This gives , where brackets mean the upper-side minus lower-side value. For the given exponentially trapped outer profile, and . Hence long-wave transport along a depth step obeys
The method of characteristics, interpreted for the Dirac delta distribution source, gives
For this is in and zero outside: a surface depression is left in the wake of the wave. The sharp -jump is a long-wave outer approximation. The fast adjustment region of width near the origin, and the detailed wavefront, are unresolved. Keeping a smoothed background instead would give and at this order.
The along-step geostrophic flow is . Integrating separately over the two sides gives
In the wake, and . The shallow-side transport is eastward and the deep-side transport westward, with magnitudes equal to the respective far-field currents. The net along-step transport is , balancing their mismatch. These comparisons use the stated leading long-wave and small-depth-contrast approximations.
In an adiabatic quasi-geostrophic approximation, hydrostatic approximation and geostrophic balance give . The leading buoyancy equation is ; hence . At the rigid surface , the no-normal-flow condition is , so . The small boundary slope allows the disturbance condition to be evaluated at the flattened boundary to the retained order.
For thermal wind , choose the basic quasi-geostrophic streamfunction . Its buoyancy anomaly is , and its interior quasi-geostrophic potential vorticity is constant. Therefore the linear disturbance equations are
The term is the advection of the basic meridional buoyancy gradient. Since is simply advected at each fixed height, initially implies forever. At the lower boundary define ; then
The PDF uses for the lower-boundary slope throughout; the TeX's isolated is a transcription error.
For nonzero zonal wavenumber let . The zero-interior-potential vorticity condition gives . In the semi-infinite domain choose decay as . Writing , potential-vorticity inversion then gives
This sloping-boundary Eady edge wave has all its time dependence in the boundary buoyancy equation; the interior responds instantaneously through elliptic potential-vorticity inversion. A single boundary wave oscillates without exponential growth. Vertical shear and topography contribute oppositely to its propagation. The contributions cancel when , the slope of a background isopycnal. For , positive without slope gives eastward propagation, while a positive slope without shear gives westward propagation. The phase velocity varies as , and the trapping depth is . Its frequency is independent of on each signed branch, so its zonal group velocity is zero in this ideal semi-infinite model.
With a rigid horizontal upper boundary, put and . Solving the same second-order inversion problem with both derivative data gives
Differentiation at and checks the prescribed values. At the upper boundary , so . Combining this with the lower-boundary condition gives
Thus two Boundary Rossby waves interact across the layer. For normal modes proportional to their dimensional wave-speed matrix is
For , define and . Its characteristic polynomial is the Eady model with a sloping lower boundary dispersion relation
The source writes ; for this is , and the dispersion relation is unchanged by replacing that signed quantity by its absolute value. Its two roots are
If , the second term is positive, so for every : all modes are spectrally stable. If , the increasing function runs from zero to infinity, so there is a unique with
There the squared term is zero and , giving an exponentially growing member of the complex conjugate pair. By continuity it lies in an unstable band. This proves both the requested instability for and instability for negative slopes in the sloping-boundary Eady model. It does not assert that every wavelength is unstable. Strongly negative slopes move the resonant band to large , where the coupling is exponentially weak.
At the speeds are real, but their crossing at can give a defective neutral mode and algebraic growth; absence of exponential instability is weaker than boundedness of every initial disturbance. The nondimensional slope is undefined when ; the dimensional matrix remains valid and then has two real speeds. The instability for is the counterpropagating wave instability mechanism: lower and upper boundary waves can match their laboratory phase speeds and exchange energy with the vertical shear.
Let denote the fluid pressure perturbation divided by the reference mass density, and let be the buoyancy perturbation. The buoyancy frequency satisfies . Linearization requires small boundary slope , small displacements compared with the vertical scales of the disturbance and background, and advection small compared with the oscillatory acceleration. For a propagating internal gravity wave this includes ; boundary slope alone is insufficient when . The Boussinesq approximation also requires small relative mass density differences over the region of interest. These conditions must hold for the resulting disturbance, including any amplification by resonance.
The inviscid Linearized Boussinesq equations and linear kinematic boundary condition are
Write the velocity field as . Incompressibility and horizontal momentum balance give
The vertical momentum balance therefore yields
For a real vertical wavenumber , this gives the dispersion relation
When , define . The radiation condition selects , because energy must leave the boundary upward. The boundary-forced internal gravity wave is
Its wavevector is , its phase velocity is , and its group velocity is
Thus the phase velocity points down and right, while the group velocity points up and right. They are perpendicular. Internal-wave polarization makes the particle motion an oscillation along the group velocity direction, with zero first-order mean transport. The constant-phase lines of an internal gravity wave are also parallel to the group velocity. Their inclination above the horizontal satisfies .
When , set . Boundedness at infinity selects the evanescent wave
The horizontal and vertical velocity components are in quadrature: fluid particles describe small ellipses, and the response decays over . There is no upward time-averaged energy flux, because and are in quadrature. A real vertical group velocity is not defined for this evanescent wave. The pattern travels horizontally with phase velocity .
For the response is the evanescent wave with ; the ratios should not be used. At the cutoff , the bounded harmonic solution has , : it neither decays nor has nonzero upward group velocity. It is the limiting cutoff response, rather than a localized radiating disturbance. A uniform nonzero buoyancy frequency in an infinitely deep Boussinesq approximation is itself a local idealization of the background mass density.
Figure 1.
Propagating and evanescent responses
. Details.
The arrows distinguish the phase velocity, group velocity, and oscillatory particle motion of the internal gravity wave. The right panel shows the decay envelope and particle ellipses of the evanescent wave.