Consider the permanent stationary topographic internal gravity wave component of a localized source, with constant buoyancy frequency in each layer and positive . A sufficiently broad obstacle spectrum is assumed. The dispersion relation on the upward branch in a uniform layer is
For a stationary wave, . Differentiating before imposing stationarity gives the laboratory group velocity
The vertical component is at most , attained at . The first arrival of a stationary internal wavefront at a layer boundary is thus
If the obstacle spectrum lacks that wavenumber, the first arrival of its actual permanent wave packets is later. This statement concerns the stationary part; arbitrary long-wave startup transients are not bounded by this particular envelope.
In the lower layer an elapsed propagation time gives , . Elimination gives the causal envelope of stationary internal waves
Later-emitted packets fill the interior. At this semicircle just touches at . At its unobstructed continuation would reach , but rays that hit the interface must instead be refracted or reflected.
For a lower-layer ray labelled by , its interface arrival time and point are
The refraction of a stationary internal-wave causal envelope conserves horizontal wavenumber, so . If and , its transmitted front is parametrized by
The reflected front instead has and , until it reaches the ground. At that first return just touches the ground. If the incident ray is evanescent upstairs, upper-layer propagating arrival is delayed until an allowed ray reaches ; this does not change the first lower-layer arrival time .
The stationary phase of topographic internal waves also gives the phase sketch. In a uniform lower layer the Fourier transform integrand has phase . The stationary phase method requires , giving phase . Thus the dominant permanent phase lines are downstream circular arcs centred on the obstacle. Reflected phase arcs have the image source . Upstairs the ray arriving at has phase
which is continuous at the interface and determines refracted constant-phase curves. Individual monochromatic components have straight phase lines of slope instead; the arcs describe their localized-source superposition.
Figure 1.
Permanent internal-wave causal fronts at T and 2T, with refracted and reflected phase curves
. Details.
The schematic uses and . It shows the direct front below , the transmitted front above it and the reflected front below it; dotted arcs are permanent phase curves, not material trajectories.
The dispersion relation gives the zero-group velocity saddle
Thus the absolute growth rate is . More generally the saddle growth rate along a ray is
so a frame travelling at sees the maximal rate .
For , the three open regions are
The line is the temporal marginal boundary; the parabola is the convective-to-absolute boundary. The Green function of the linear complex Ginzburg-Landau equation has the prefactor , so zero exponential rate on the latter boundary still allows algebraic decay of the impulse response. This is the stability diagram of the linear complex Ginzburg-Landau equation.
Figure 1.
Temporal, convective and absolute stability regions for the linear complex Ginzburg-Landau equation with c_d=1
. Details.
For a zonal basic geostrophic flow , take and write . The flat-bottom shallow-water quasi-geostrophic potential vorticity gradient of the basic state is
Linearizing its material conservation gives the Rossby-wave equation for a sheared zonal current,
For a general nonuniform jet, a global two-dimensional plane wave is not an exact normal mode: the coefficients depend on . The exact zonal normal mode problem, , is
with appropriate transverse boundary or radiation conditions. If the jet varies slowly compared with a wavelength, a local plane wave freezes these coefficients at . Its local dispersion relation is
In the nondivergent Barotropic Rossby wave model under a rigid-lid approximation, this becomes . It is exact for uniform and otherwise a local relation. Retaining the free-surface term also requires retaining the basic surface slope in ; simply adding to the denominator while dropping from the numerator would describe a different prescribed-background model.
Take , a uniform eastward , and the nondivergent Barotropic Rossby wave model. Its dispersion relation is . A stationary wave with has
The directional component wavelengths are and when nonzero. Differentiating the full dispersion relation before imposing stationarity gives its ground-frame group velocity:
Writing , shows . Therefore the stationary Rossby-wave ray envelope at time , for wave packets emitted from a localized mountain throughout , is the disk
The circle is the front of the earliest emissions; later emissions fill ray segments back to the source. The sketch represents the geometrical wave packet envelope, not compact support of the full balanced near field. All propagating wave packet energy lies downstream in this model.
Figure 1.
Downstream ray envelope of stationary barotropic Rossby waves emitted by a mountain between zero and the observation time
. Details.
If the finite-depth free-surface model of the preceding part is retained consistently, its basic surface slope adds to the potential-vorticity gradient. Stationarity still gives and the same wavelength, but the group velocity is reduced by ; the disk center and radius become . This tends to the plotted nondivergent result as .
A westward wind has no nontrivial stationary propagating planetary Rossby-wave train in this model: would require . Its advective phase motion and intrinsic westward Rossby wave phase motion cannot cancel. A local forced, evanescent response and time-dependent disturbances can still occur. The degenerate limit is not a propagating wave train from an isolated mountain.
Use the geometrical optics convention
Because and , differentiating gives an order-one physical angular frequency and order-one physical wavenumbers. Absorb a constant leading amplitude phase into and take real; for a complex amplitude the corresponding quadratic density is .
Substitution into the wave equation gives the eikonal equation for a variable-speed wave at leading order:
Choose the positive-frequency branch , ; the negative branch can be treated in exactly the same way. The imaginary first-order terms give
Multiplying by puts this wave-action transport for a variable-speed wave in conservation form:
Its density is and its flux is that density times the group velocity. Independently, equality of mixed wave phase derivatives gives
This phase compatibility in geometrical optics is essential when converting the differentiated dispersion relation into equations along rays.
For completeness let be a general local dispersion relation. Define ray tracing by . Using the chain rule in and the symmetry gives
Likewise cancels its advective term because . Hence the Hamiltonian ray equations for a local dispersion relation are
The derivatives on the right hold the wavevector fixed. For this wave equation they reduce to
When , the ray invariants are and , while . For a monochromatic component with these fixed invariants write , so
Using the stated independence of from , the wave-action transport for a variable-speed wave becomes . Therefore
This is the stationary wave amplitude in a stratified wavespeed; is the constant for that component or ray family.
At the proposed simple turning point of a variable-speed wave, take and . On the chosen positive branch this entails . Define
As the ray approaches from below, and
The amplitude diverges and the vertical group velocity vanishes. The WKB approximation also fails its slow-variation condition when . The turning-point enhancement of wave amplitude shows that this divergence is a failure of the outer ray approximation, rather than an actual infinite solution.
To derive the inner wavefield directly, separate the conserved horizontal wave phase and frequency in the original differential equation:
Dividing by gives . Set . The second derivative is of size , whereas , so the Airy scaling at a variable-speed wave turning point is
The first-derivative term is smaller by , and higher coefficients in the expansion of give the same relative order. Thus the general leading inner profile is a linear combination of the two Airy functions and . For decaying Airy continuation and ray reflection, if the physical continuation is bounded and decays into , its growing coefficient is zero. In that usual evanescent continuation the wavefield has the form
Without a condition in the evanescent region the corresponding term remains admissible locally; the given existence of a wavefield below the turning point alone does not select its coefficient.
Finally, the outer amplitude at distance is for and fixed nonzero . The oscillatory Airy turning-point connection formula has exactly the same envelope on the allowed side. Therefore the inner wavefield has magnitude . The decaying Airy continuation matches an incident and reflected pair of rays, so a single upward branch must be supplemented by its reflected branch near the turning point; no formal coefficient matching is needed to identify this magnitude.
In a source-free vacuum, Maxwell equations are
Taking a curl of the last two equations and using gives the electromagnetic wave equations
Substitution of the complex plane wave amplitudes into Maxwell equations, then taking real parts, gives
For a nonzero propagating wave these imply the dispersion relation . Conversely choose any nonzero transverse complex and set to obtain such a wave. The static uniform-field sector at is separate from propagation.
At a perfect conductor, the oscillatory boundary conditions are and . Surface charge and surface current allow nonzero normal electric and tangential magnetic fields. The magnetic condition here concerns the time-dependent wave field; a perfect conductor can retain a pre-existing static magnetic field.
Let be the orthogonal reflection across the boundary plane, so . The proposed reflected amplitudes are , , and . For an orthogonal reflection, . Hence
Also , so the reflected wave obeys the same dispersion relation. At , the incident and reflected phases coincide because is parallel to . Their summed amplitudes satisfy
The first has zero tangential part and the second zero normal part, proving both boundary conditions. Finally , as required for reflection into the vacuum.
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.
At the absolute wavenumber, the group velocity is zero. The corresponding accessible saddle therefore governs the disturbance seen at a fixed position. Its exponential growth rate is
Saddle accessibility can be checked directly here. With , whose real part is positive, Fourier inversion gives the Green function of the linear complex Ginzburg-Landau equation,
At fixed its exponential rate is , while along the packet centre it is . For real wavenumbers of Fourier modes, the temporal growth rate is , so the flow is temporally unstable exactly when .
Consequently the classifications for a localized disturbance in this laboratory frame are
For convective hydrodynamic instability, a travelling wave packet amplifies but the response at each fixed position decays. For absolute hydrodynamic instability, that fixed-position response amplifies. The equality is the marginal absolute threshold: its exponential rate is zero and the impulse response has a prefactor. For there is no temporal growth; is temporally marginal. When the convective window is empty. These conclusions use the infinite-line impulse problem; a general dispersion relation requires its own spatial-branch or saddle selection.
Take upwards and write , so that the unperturbed interface is , with carbon dioxide above and water below. Use the sharp-interface, incompressible flow version of Darcy's law, with constant porosity and permeability of a porous medium, no capillary pressure, and effectively unbounded layers. The distinction between Darcy flux and interface speed matters: the base flux is , since the printed is the speed of the interface. Thus the base pressure gradients satisfy
The mass density ordering is stabilizing, whereas injection of the less viscous fluid into the more viscous fluid produces the Saffman–Taylor instability.
For linear stability analysis, displace the interface by . Taking the divergence of Darcy's law shows that the perturbation pressure satisfies the Laplace equation. Decay away from the interface gives, for ,
The kinematic boundary condition and continuity of normal Darcy flux give
Meanwhile pressure continuity, evaluated on the displaced interface, gives
Eliminating yields the buoyancy-modified Darcy fingering dispersion relation:
Every nonzero wavenumber decays when , grows when , and is neutral at equality, where
The zero wavenumber is a uniform displacement and is neutral. Without a short-scale regularization such as surface tension, this model has no fastest-growing finite wavenumber: on the unstable side its growth rate increases without bound as increases. Finite layer depths would change the dispersion relation; none are specified here.
Taking and a year of days, the data give
The numerical paragraph supplies no porosity, so it cannot determine a unique numerical interface speed. If were instead intended to mean Darcy velocity, the numerical critical value would be , and the interface would move at . These two velocity conventions must not be conflated.
Linearized mass conservation, momentum balance and the isentropic pressure-density relation are , , and . Differentiate mass conservation in time and take the divergence of momentum balance to eliminate velocity. This gives the acoustic pressure wave equation
For the convention , momentum balance gives the complex velocity amplitude , with . Thus the incident velocity field is in the lower gas.
Let , , , and with nonnegative real or imaginary part. This chooses an outgoing propagating wave or an evanescent wave decaying as . Conservation of tangential wavevector is the acoustic Snell law for elastic and acoustic waves. Write the complex pressures as
Inviscid kinematic matching requires equal normal velocities at the plate, not equal tangential velocities:
Define the normal acoustic impedance ratio , so . For a propagating transmitted wave this is . The dynamic condition gives
which is exactly the printed dimensionless parameter. Solving yields the pressure reflection coefficient and transmission coefficient
At use the preceding velocity equations, or take their limit, rather than substituting an infinite . For real , the reflected energy fraction is , the transmitted fraction is , and these sum to one. An evanescent transmitted wave carries no mean normal energy flux.
When the gases match, , so and . For a nongrazing incident wave of nonzero frequency, perfect transmission means , equivalent to
The plate's inertial and bending terms cancel: the incident frequency and tangential wavevector coincide with its free flexural wave dispersion relation. Then , including its phase. With positive , this condition is possible only at angles and frequencies satisfying that relation; for normal incidence at nonzero frequency it cannot occur unless the mass is zero.
For the rapidly varying wave phase, define and , with the common scaling by absorbed into these local variables. A packet moves with group velocity . Along that trajectory, . Compatibility gives and . Differentiating the local dispersion relation then cancels its implicit derivatives, yielding
The last equality follows also by differentiating along the ray and cancelling the two Hamiltonian cross terms. The partial derivatives of hold its other arguments fixed.
A mean flow adds the Doppler shift: the intrinsic frequency is , so
on the positive-intrinsic-frequency branch launched here. The medium is stationary and independent of , so and are constant. Initially , hence . Moreover , and then . The initial vertical group velocity is zero, but immediately becomes negative and the ray accelerates upwards.
If reaches at a finite height , this is the critical level of an internal gravity wave, with . Below it,
Assuming , put . Then , giving
Thus the ray cannot cross this level in finite time within the geometrical-optics approximation. The hypothesis alone does not guarantee a finite : for example on never reaches . Existence of a finite critical level is an additional assumption. Very close to one, diverging wavenumber can invalidate the inviscid, linear, slowly varying approximation; the result is the formal ray prediction.
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.
For an axisymmetric vertical mode of a shearing sheet in this Boussinesq approximation, the perturbations have no horizontal gradients, so background-shear advection vanishes. The linear Coriolis acceleration and perturbation advection of the background shear give
while thermal conduction and incompressibility give
Here is the thermal diffusion rate of a Fourier mode, not the cooling exponent in Question 2. Since , incompressibility forces , and the vertical momentum equation then forces for this nonzero-wavenumber amplitude.
The three remaining amplitudes satisfy
A nontrivial solution requires the determinant to vanish, giving the convective overstability dispersion relation
No division by or was needed, so the thermal energy mode of a shearing sheet is retained. The notation denotes a signed buoyancy frequency squared and can be negative for an adverse stratification; it must not be restricted to the square of a real positive frequency.
Treat as a signed small parameter, with , as printed in the original PDF. At , the dispersion relation factors as
Thus the two epicyclic motion modes have , while the thermal energy mode of a shearing sheet has
It decays on the thermal diffusion time . For completeness, its next correction is at fixed .
For either epicyclic motion root, the implicit function theorem applied to the dispersion relation gives
Hence
Since , the oscillations undergo overstability precisely when
The convective overstability growth rate tends to zero both for very slow diffusion and for very fast diffusion. Differentiating shows that its maximum occurs at , corresponding to . Therefore
This is the growth rate of the perturbation amplitude; a quadratic perturbation energy grows at twice that rate. The convective overstability arises when an adverse radial specific entropy gradient couples to epicyclic motion with a finite thermal conduction lag.
Let , , and use the four regional amplitudes above. Continuity of at the two jumps gives
Pressure continuity, using vorticity-jump matching for an inviscid shear flow, gives the other two equations:
These are the required homogeneous four equations. As a useful reduction, put , , and . Eliminating leaves
The vanishing determinant gives , which expands to the printed dispersion relation.
For fixed , and . The factored dispersion relation therefore gives
where the latter follows from and . A real negative yields a growing branch for positive . Thus gives instability at sufficiently small nonzero wavenumber.
For the converse, monotonicity toward the limiting value one would suffice, as permitted in the question. In fact a direct sign argument avoids this extra assumption. With , , so . If , then and . Hence , so for every . We obtain the exact instability threshold for a bounded piecewise-linear shear layer:
At the long-wave limiting value is zero, but every finite positive wavenumber has .
Take in the injection direction and along the flat interface. The specified must be a Darcy velocity, so the pore-fluid velocity and unperturbed interface speed are . Write the perturbed interface as , with , and choose the normal from fluid 1 into fluid 2. The background pressure gradients from Darcy law are .
By incompressibility and uniform permeability of a porous medium, pressure perturbations are harmonic functions. A transverse Fourier mode with positive wavenumber has the decaying forms
The kinematic boundary condition and equal normal Darcy flux imply
Without capillarity the pressure is continuous at the displaced interface. Its linear perturbation is therefore
Consequently the planar viscous-fingering dispersion relation reduces to
This is the Saffman–Taylor instability: less viscous fluid advances preferentially through protrusions. Without a short-wave regularizing mechanism the idealized rate has no finite maximum.
For the prescribed apparent capillary pressure, the chosen normal is , so . Subtract the flat-front pressure jump . Linearization of the jump at gives
There is no first-order product of the surface-tension perturbation and the perturbed macroscopic curvature. Thus
Using the capillary number convention and , this is
If is measured from the unperturbed front and denotes its local apparent tension, set to obtain the usual fixed-coefficient expression. For a physically fixed spatial gradient, and the displayed rate is an instantaneous, generally time-dependent growth rate; the amplitude solves , rather than one constant exponential law for the entire displacement. The parameter has dimensions of inverse length; the absolute tension gradient is .
Assume , as required for positive apparent surface tension, and define . If , unstable modes satisfy . Differentiating the cubic dispersion relation gives the fastest-growing mode
When , every nonzero mode decays, with a neutral zero-wavenumber translation in the infinite-domain limit. For , surface-tension-gradient stabilization of viscous fingering suppresses the instability entirely at positive injection speeds satisfying
If , no positive injection speed eliminates every long-wave unstable mode in an unbounded interface. The prescribed wetting variation is treated as an effective normal pressure law for porous-media flow.
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.
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.
Eliminate the transport amplitudes in the linear stability analysis. For a general bed shear response , the dispersion relation is
This is the most specific result available without adding the missing hydrodynamic closure. With , set
Multiplication by gives the growth rate and migration velocity
The packed-bed volume fraction cancels. For a real physical closure the negative wavenumber response is the complex conjugate; the displayed formulas cover the independent normal modes.
If , are treated as constants, the upstream shear stress phase lead promotes growth, while the inclined-bed sediment threshold reduces it and the finite saturation length delays sediment transport. There is an unstable band precisely when : . Within this band , so the growing bedforms migrate downstream. The fastest normal mode satisfies
This last maximization assumes constant ; if the hydrodynamic coefficients vary with wavenumber, their derivatives also enter the selection condition. When and , all nonzero normal modes decay.
Just above the sediment entrainment threshold,
Thus the common regime is stable near onset: the slope penalty overwhelms the hydrodynamic phase lead. This conclusion is conditional on that inequality, not universal. For constant , instability begins only when as well as . The transport sensitivity vanishes at onset for , is finite for , and is singular for . Exactly at threshold, the positive-part transport law needs separate treatment; the above linearization with perturbations small compared with is unavailable.
Far above the sediment entrainment threshold, . If , the unstable cutoff tends to , and the dominant wavelength is set by the saturation length. Both growth rate and migration velocity scale with , apart from their length factors. Their numerical values and any detailed dependence on wavenumber still require a flow closure.
For example, prescribing uniform shear stress independently of the bed gives and
This equally admissible closure illustrates why instability cannot be asserted from the printed sediment equations alone.
Figure 1.
Conditional bedform growth and migration
. Details.
The plots use constant and three illustrative ratios . They show how the sign of the shear phase lead minus the slope correction determines stability; they are not numerical predictions for unspecified flow conditions.