Synchronous radius and its limits. Kepler's third law for a circumplanetary orbit gives
Here is the gravitational constant. A planet-synchronous orbit repeats after one spin period. A planet-stationary orbit additionally requires a circular orbit, zero orbital inclination to the equator and prograde motion. Then an antenna fixed on the ground points continuously at the same satellite; merely matching the orbital period does not give this property.
Write the planetary radius as . Requiring the semi-major axis to exceed gives . The stellar tidal force restricts the circumplanetary orbit to the Hill sphere, of radius . Thus
These are the surface and Hill-radius constraints in the idealized spherical, small- model. Long-term prograde stability generally requires a radius appreciably inside the Hill sphere; for nonzero orbital eccentricity, the surface constraint applies to the periapsis, not just to the semi-major axis.
Collision time and the launch population. A phase-mixed isotropic swarm occupies a shell of radial scale . Its number density scales as , its relative speed as , and its geometric collision cross-section as . Consequently the total collision rate scales as . To give the numerical normalization used here, adopt an effective shell volume . At a fixed position the velocity directions are uniformly distributed in the tangent plane, so their mean relative speed is . For an unordered pair, the collision cross-section is , giving
Thus the mean interval between collisions is in this large-population kinetic model. The effective shell width fixes an order-one coefficient: small orbital eccentricity and random planes alone do not specify a unique radial probability density. Phase mixing, negligible gravitational focusing, , and uncorrelated encounters are implicit in this estimate. Exactly identical orbital periods with perfectly fixed phases do not themselves produce a memoryless collision process.
For nearly planet-stationary orbits with , the swarm volume is smaller by a factor of order , while the relative speed is smaller by the same factor, since vertical motion of scale dominates the eccentric motion. The two changes cancel in the rate : there is no parametric factor in the collision time within the same phase-mixed kinetic approximation. Numerical factors and phase correlations can differ. This is not an argument that bringing all satellites into one nearly circular plane makes their phases random.
With , an Inhomogeneous Poisson process has cumulative hazard function
The survival function of the first collision is . Setting the expected number of collisions to one gives
This is a characteristic first-event population, with probability of an earlier event. It is not a median: the median has an additional factor .
Which population collides next? Immediately after the first disruption let and . The latter follows from mass conservation for equal-density spherical pieces. Using the same unordered-pair counting and geometric collision cross-sections as above, define ; then
Here stand for the usual large-population approximations to . The factor two distinguishing identical and different species is essential. The probability that the next collision is fragment–fragment is
It is the most likely type if and . It has probability greater than one half if
For , a strongly fragment-dominated next event therefore requires ; the fragment–satellite comparison is more restrictive than the satellite–satellite comparison. If , the next event must be fragment–fragment, provided fragments remain.
Population equations and the normalization discrepancy. Every satellite–satellite event produces fragments and destroys two satellites. Every satellite–fragment event produces a net fragments and destroys one satellite; every fragment–fragment event destroys two fragments. Consistent collision counting therefore gives
For , and . The last two terms in are then twice those in the printed equation. This is a genuine factor-of-two inconsistency: equal-size fragment pairs have a collision cross-section smaller by , so their event rate must be if the satellite event rate is ; destroying both fragments necessarily gives the sink .
If the printed equation is taken as a prescribed approximate rate model instead, its implicit event rates are , and . Under precisely that mixed normalization, its corresponding satellite equation is
The printed source term also neglects the consumed fragment in a satellite–fragment event, a legitimate relative approximation. That approximation does not repair the pair-counting discrepancy.
The ensuing cascade. This is a two-size fragmentation cascade. First use the printed approximate model, dropping satellite–satellite events as requested. Put , , and take . Then
Integrating this linear differential equation, with and , gives
Initially the collisional cascade grows if , with approximate early exponential growth time when the satellite population is nearly fixed. The fragment population reaches its maximum at
Afterwards satellites are depleted and fragment–fragment losses dominate. For the continuum solution has , , with
When no satellites remain initially, directly. Small integer populations eventually invalidate these deterministic differential equations.
The consistently counted model has, to leading order in , exactly the same curve and peak, but both retained time derivatives are twice as large. Its growth time is , and . Keeping and the consumed fragment replaces by and in the curve by . This explicitly separates the physical collision bookkeeping from the printed normalization while giving the evolution under both conventions.
Let . The initial density is . Conservation of mass in the material homogenized over fixes its mean density to , while the untouched lower layer has interfacial density . Hence the reduced gravity difference across the interface is
The reference contribution involving cancels from the difference.
Only the upper layer changes its potential energy. The potential-energy cost of homogenizing a linear stratification is
so
The positive sign reflects work against stable stratification.
The rotating boundary supplies energy on scales set by and . Turbulent drag and dissipation remove energy, and entrainment adds initially stationary fluid that must be accelerated. If upper-layer energy grows, the increasing turbulent loss provides a restoring tendency; after a short adjustment, input and losses can approximately balance while the interface moves on a slower time scale. This gives a physical rationale for a fixed-energy turbulent mixed layer, not a consequence of mass conservation alone. Its characteristic kinetic energy is . With the stipulated -independent energy closure,
so the characteristic speed decreases as rather than remaining constant.
The stress does work at a rate proportional to . Combine this with the energy increase and absorb fixed drag/geometrical factors into :
Here the exponents are unrelated to the plume entrainment coefficient in Question 2. The interfacial Richardson number is
Set , and . Then and . Substitution gives
The assumption that depends on the local Richardson number alone excludes separate dependences on . The entrainment exponent from a local interfacial Richardson closure is consequently
This comparison treats and as independently variable external controls; fitting only a single apparatus would not by itself determine the exponents.
Finally, use the fixed-energy closure again:
Integrating from a positive initial mixed-layer depth at time gives
When the growth term dominates the initial offset, the rotating-disc mixed-layer depth law is
Taking the effective time origin to be zero gives the stated scaling. Its validity is limited to the regime of the closures and ; the singular velocity predicted at is not a model for the initial boundary-layer formation.
Use the correct Gaussian entropy decomposition
The last coefficient is , as follows from ; the printed hint omits it. Under the allowed differentiability and integrability assumptions, the supplied collision invariants conserve mass and energy. Differentiating therefore gives
where the extra derivative term vanishes by mass conservation. Thus the Kac entropy production is
For one pair, call the double integral . The measure-preserving substitution interchanges and , with angles taken modulo . Averaging the original and substituted expressions gives
Since , the desired Kac entropy dissipation formula is
For positive values , because the logarithm is increasing. At two zeros use value zero; at one zero and one positive value use the nonnegative extended value . One may first use positive densities and then regularize by ; rotation invariance of preserves the formula and permits the usual limit at zeros under the stated assumptions.
Thus relative entropy is nonincreasing along the evolution. When the dissipation is finite, zero dissipation means pairwise rotation invariance and hence radiality, by the preceding kernel argument. Radial normalized densities other than can be stationary with positive relative entropy: vanishing dissipation is not a claim that the unique stationary density is Gaussian.
Effective permeability of a porous medium. Work to leading order in the slender-layer ratio . Take the growing lower wedge to have porous permeability , with interface , and the upper wedge to have porous permeability . The leading pressure is independent of ; vertical flow is smaller than horizontal flow by . Define
Darcy's law and the fixed two-dimensional volume flux give
Here is Darcy velocity; the parcel speed is . Integrating the pressure gradient over the length and defining yields
The equal-porous permeability limit is . This logarithmic mean comes from parallel layers at each cross-section followed by series addition of their local hydraulic resistances. It is a slender-layer result; a full two-dimensional transmission problem has small end and interface corrections.
Parcel paths and travel times. Pressure equalization does not mean that parcels stay at fixed : mass conservation requires a small vertical flow. Define a streamfunction by and . Its leading expression is
Let label a parcel released at the inlet. There . At the inclined interface , so the parcel crosses from the upper wedge into the lower one at
Before crossing, ; afterwards, . These expressions show why integrating the speed along a horizontal line would give the wrong parcel time.
Put and , the pore-volume throughput time. Integrating on the two portions of the path gives
Its derivative with respect to is , so it is monotone. The limiting streamline times at the lower and upper boundaries are and respectively. Hence
The printed expression assumes . The absolute value is needed for a nonnegative maximum difference without that ordering. For equal porous permeabilities every parcel has time .
Figure 1.
Streamlines crossing an inclined permeability interface in a slender layer with lower-wedge permeability ten times the upper-wedge permeability
. Details.
Oil recovery. In the ideal passive-displacement model with , the earliest and latest travel times are and , a spread of . Preferential paths through the high-porous permeability wedge therefore give early water breakthrough while oil on slower paths remains unswept. Continued injection sends much water through paths already swept; complete displacement requires several pore volumes. The flux-weighted residence time in a porous layer remains . Real waterflooding also depends on phase mobilities, relative permeabilities, capillary pressure and mixing, so these numbers illustrate heterogeneity rather than a quantitative two-phase recovery prediction.
Saturation equation. Introduce intrinsic permeability of a porous medium and porosity . The relative porous permeabilities depend on the wetting fluid saturation. Define the phase mobilities and fractional flow
Use the conventional capillary pressure , generally decreasing as wetting saturation increases. Neglect gravity in this horizontal model. The two Darcy fluxes are and . Eliminate the common pressure gradient using to obtain
The wetting-phase mass conservation law is consequently
For , and the capillary pressure provides nonlinear diffusion. The initially uniform saturation is . Pure wetting-fluid injection prescribes and ; in the zero-capillarity, zero-residual-nonwetting idealization this corresponds to inlet saturation one. With residual nonwetting fluid, replace one by the appropriate maximum accessible saturation.
Shock formation and its speed. Neglect capillarity first. Smooth saturation values travel along characteristic curves at speed . When the trailing values have larger characteristic speeds than the values ahead, the curves intersect, and the Buckley-Leverett equation requires a shock selected as an entropy solution. This is typical for the increasing-convex part of a physical fractional-flow curve; shocks are not inevitable for every possible .
Integrating mass conservation across a shock from upstream to downstream gives the Rankine-Hugoniot condition
If an upstream rarefaction wave joins the shock smoothly in similarity coordinates, its terminal characteristic speed equals . Therefore the saturation at that join obeys the fractional-flow tangent construction
This is the printed equality. It is a tangent-selection condition, not the dimensional speed by itself; the speed includes . An arbitrary shock between prescribed constant states satisfies the jump condition but need not satisfy this additional tangency relation.
Positive capillary diffusion spreads a jump into a transition layer. For a travelling profile , integration gives
The endpoint states still satisfy the same Rankine-Hugoniot condition. Thus small capillarity primarily gives the front a finite thickness rather than changing the selected limiting speed; vanishing phase mobility at an endpoint can make the regularization degenerate.
The specified reciprocal fractional flow. On its stated branch, and . If extends continuously to the initial saturation and the inlet is at one, the decreasing saturation from behind to ahead makes characteristic speeds increase forwards: there is a rarefaction wave, not a compressive shock. Write and . The self-similar solution is
The fan connects continuously to the initial state and broadens linearly in time. This interpretation requires . A nonnegative physical fractional flow on the entire interval also requires .
The PDF specifies the formula only for and earlier calls residual. If that means an immobile wetting phase with , the endpoint is an extra constraint and the continuous-branch answer applies without conflict only at . For , the printed branch would give negative fractional flow for , so it cannot be the complete physical constitutive law. With an additional admissible extension, for example up to and the given positive branch above it, a compound fan–shock is possible. The tangent condition then gives
The fan ends at , followed by a jump to . This is a conditional physical extension, not data supplied by the question. For an immobile residual endpoint is likewise incompatible with a continuous version of the stated branch. These distinctions identify what is, and is not, determined by the printed constitutive assumption.
Let be intrinsic permeability of a porous medium, the mobile pore fraction, and let measure thickness normal to the sloping cap. Define cold and reservoir-temperature properties by
The imposed inequality makes , so the cold fluid is still buoyant. Assume , , positive densities and viscosities, and the usual positive thermal-expansion and viscosity coefficients. Away from localized fronts, neglect the along-current thickness gradient. Hydrostatic water pressure and Darcy's law then give the upslope Darcy velocities
Typically : warming increases buoyancy and decreases dynamic viscosity.
Current depths and the moving moving thermal front in a porous current. For this slope-driven porous gravity current, the injected mass flux per unit well length fixes the cold plateau thickness:
The moving thermal front in a porous current moves at . Since is explicitly a Darcy velocity, the fluid mass stored per unit horizontal area is . Apply mass conservation across the moving moving thermal front in a porous current:
Writing and , this gives the distal warm depth
For a retarded moving thermal front in a porous current take ; otherwise this two-plateau geometry needs reconsideration. The factor is important: the distal mass flux is not generally , because mass is being stored as the cold region replaces the warm region. Setting the two fluxes equal would silently assume a stationary moving thermal front in a porous current.
If the model absorbs porosity into storage and uses pore velocity as its transport speed, the same formulas use . The explicit Darcy convention in the PDF instead gives ; porosity must be specified or absorbed consistently. In the stationary-front limit , the two steady depths reduce to and . In the Boussinesq approximation, use a common reference density in the mass factors while retaining in the driving force.
Leakage thresholds. A normal thickness generates cap overpressure . Before leakage modifies the current, the two plateau values are
For the caprock leakage threshold , the candidate critical mass-injection rates are therefore
Cold-only leakage occurs for , provided . Both plateaus can leak once . In the usual common-density approximation, and ensure , giving the expected sequence: no leakage, cold-only leakage, then leakage from both cold and warm regions. Without that approximation the ordering must be checked; the given inequality alone does not establish it. These are onset criteria computed on the nonleaking current, not a post-leakage mass budget.
For small slopes and . If another thickness convention is used, its hydrostatic column and projected flux must be changed consistently; one should not mix a normal thickness with a vertical-pressure formula lacking the cosine.
Cross-current heat conduction. Heat transfer from the warm formation makes temperature vary across the carbon dioxide depth and introduces a warming time controlled by thickness, thermal diffusivity and the surrounding rock's heat capacity. It smooths the sharp thermal adjustment and causes gradual changes in buoyancy, viscosity and the velocity profile. The cold fluid generally warms, becomes more mobile and requires less depth to carry a prescribed mass flux; the enhanced cold-region overpressure and its distinct leakage zone tend to shrink. Warming may occur before a parcel reaches the idealized advective moving thermal front in a porous current, especially for a thin current. A single supplied no longer describes all heat transport. Quantitative depths and thresholds then require a coupled temperature equation and thermal boundary data; their exact changes cannot be inferred from the linear property laws alone.
Introduce water dynamic viscosity and the net driving liquid-pressure difference . If denotes capillary suction relative to an ambient gas pressure , then and . If is instead the prescribed liquid front pressure, use . This makes the capillary sign convention explicit.
Hemispherical front and injection flux. A hemispherical surface at radius has area . Quasi-steady mass conservation makes the total volume flux independent of in the saturated region, so Darcy's law gives
The changing pore volume is , giving . Hence
For the initially dry idealization , integration gives the implicit front law
Its right-hand side increases for , defining one advancing radius and thus the flux implicitly in time. Equivalently, with and , . The infinite initial flux is an idealization of zero wetted resistance; inertia, finite inlet geometry and pore-scale effects regularize its earliest stage.
For a thin wetted shell , the law reduces to
For , the hemispherical capillary imbibition model instead predicts
with . Radial spreading makes the hydraulic resistance approach a finite value, while the increasing front area reduces its advance speed.
Comparison with one-dimensional imbibition. Under the same constant-driving-pressure, negligible-gravity assumptions, a planar front at depth has Darcy flux and storage law . Therefore
A fixed-area one-dimensional flux decays as , whereas the hemispherical total flux tends to a constant and its radius grows as . If purely vertical imbibition includes gravity, upward penetration eventually approaches a capillary-rise height and downward penetration has a different gravity-driven limit. The hemispherical assumption itself neglects that directional gravity effect, so the power-law comparison is within its capillary-dominated regime.
Evaporation-limited steady radius. Take as volumetric water loss per unit front area per unit time. At equilibrium the incoming flux equals , giving
If the stated loss is a mass flux, replace by . Porosity cancels from this equilibrium but affects the time to approach it. The incoming flux decreases with while the evaporating area increases, so the equilibrium is stable in this model. As , ; sufficiently large radii can invalidate the negligible-gravity or semi-infinite homogeneous-medium assumptions.
Write the radial velocity as , allowing for accretion flow, and let be the squared adiabatic sound speed. The steady continuity equation, radial Euler equations for an inviscid fluid and entropy advection equation give
On a nonzero smooth flow branch, the polytropic equation of state is with constant . Thus the two useful first integrals for spherically symmetric adiabatic flow are
Here is the signed mass flux and is the Bernoulli function. The specific enthalpy is ; the prescribed Newtonian gravitational potential has no contribution from the gas's own gravity. Eliminating the density derivative using mass conservation gives the differential form
This sonic point equation displays both the singular coefficient and the numerator that must vanish for a smooth transonic branch.
At a finite smooth sonic point , the equation from (a) requires
Set and . Substitution into the Bernoulli function gives
An inflow from a warm reservoir at infinity has ; an outflow reaching infinity has . Therefore a nondegenerate transonic spherical flow in a power-law potential requires
For the usual range , the critical adiabatic exponent for spherical power-law flow is consequently
The printed assumption also permits . In that range the boxed inequality holds for every finite : there is no finite upper bound. Equivalently, take for . Extending the rational expression beyond would give an incorrect restriction.
The strict inequality also follows from local sonic-point slope discriminant analysis, including the potentially cold zero-energy endpoint. Put . Since mass conservation implies , differentiating the sonic point equation at yields
Its discriminant is . Moreover, the logarithmic Mach number derivative at the sonic point is
A genuine crossing has two distinct branches and a nonzero derivative. At equality the crossing degenerates. In particular, for and , mass conservation and the polytropic equation of state make the Mach number constant along the scale-invariant solution; a solution that is sonic there is sonic everywhere, rather than crossing an isolated sonic point.
For a steady flow, mass conservation gives and . Define the Alfvén velocity and . Combining the horizontal momentum and MHD induction equations without dividing by gives
Dot these identities with and , respectively:
The vertical momentum equation and the isothermal equation of state give
Multiply by and eliminate the magnetic derivative to obtain
No division by was needed in deriving this necessary relation.
The magnetosonic critical speeds in the direction are
The plus sign gives the fast magnetosonic wave speed and the minus sign the slow magnetosonic wave speed. Thus the differential coefficient is . A smooth outflow proceeding from below both speeds to above both must normally pass through both magnetosonic critical speeds. At each crossing, the right-hand side must also vanish; this is the regularity at a magnetosonic point condition. The derivative coefficient changes sign at each nondegenerate crossing. For and , the driving term must be positive below the slow point, negative between the points and positive above the fast point.
The Alfvén speed component satisfies . With downward gravity , the gravitational term is consequently nonnegative at the slow point and nonpositive at the fast point. The magnetohydrodynamic shear work contribution must balance it at each point, and can provide the upward driving needed to pass the fast point. For and strictly positive , generic separated slow and fast points cannot satisfy the required zero numerator; special vanishing-gravity or coincident-speed cases need separate treatment.
There is also Alfvén-point compatibility in a plane-parallel sheared flow. At , the original transverse equations require
These restrictions are not generally visible as a zero of the scalar differential coefficient, which there equals . In particular, a strictly accelerating regular solution must have at that point. The scalar relation is therefore a necessary wind equation, not a substitute for regularity of all the original ideal magnetohydrodynamic equations. Degenerate cases such as a purely longitudinal magnetic field can merge characteristic speeds and reduce the number of distinct critical conditions.
Use the fluid displacement , with velocity perturbation . Denote Eulerian perturbations by and the corresponding Lagrangian pressure perturbation by . For adiabatic perturbations, the linearized mass conservation, momentum, adiabatic equation of state and Poisson equation are
These self-gravitating adiabatic displacement equations retain the perturbation of the star's own Newtonian gravitational potential. In the uniform-density interior, , , and . The dynamical frequency of a uniform-density star sets the natural timescale. For a normal mode with time factor , replace by . The requested interior analysis needs no surface or exterior matching conditions.
The spatial factor is a regular solid harmonic. Besides the Laplace equation , homogeneity gives . The divergence of the fluid displacement is
Define the scalar dilation amplitude ; this is the quantity denoted in the question, not the notation for a Lagrangian pressure perturbation. Then mass conservation gives .
The equilibrium pressure gradient and homogeneity identity give
Consequently the adiabatic equation of state yields
For the force equations, the product rule gives
Equating the coefficients of and in the self-gravitating adiabatic displacement equations gives
Finally, applying the Laplacian to the gravitational perturbation gives
so the Poisson equation becomes
These are the required interior equations for uniform-density stellar oscillation.
There is a radial degeneracy at : is spatially constant and , so the displacement is independent of . The second force equation then cannot be inferred by equating independent vectors. For nonzero it may be imposed as an auxiliary definition of , but it is not an additional physical radial equation. At zero frequency the radial equations should be used directly. This distinction matters for interpreting the zero factor in (c).
For a stellar polytrope of index , write and combine hydrostatic equilibrium with mass conservation to obtain
Introduce Lane-Emden variables for a stellar polytrope, , and , where
Since , the mechanical equation reduces to the Lane-Emden equation
A constant-density interior corresponds to the formal polytrope of index zero, with where . At , regularity first gives , and a second integration gives
Here and , reproducing . The mass density jumps from its constant interior value to zero at the surface, while pressure vanishes continuously. The relation is singular at ; the regular dimensionless pressure/mass density formulation defines this incompressible structural limit. It does not mean that the gas's perturbative stellar adiabatic exponent is infinite: the hydrostatic ideal-gas toy model and its adiabatic response are distinct choices.
Take a static, nonrotating, nonmagnetic spherical equilibrium with and . Use a fluid displacement . Write for Eulerian fluid perturbations. The Lagrangian pressure perturbation and corresponding mass density change obey , . Linearizing mass conservation, the Euler equations for an inviscid fluid and Poisson equation for Newtonian gravity gives
There is no equilibrium acceleration to multiply a perturbed mass density. The adiabatic process condition, with composition carried by the parcel, closes the system:
These are the complete linear adiabatic stellar oscillation equations, including the perturbation of self-gravity. Neglect of heat exchange is appropriate when oscillation periods are short compared with relevant thermal relaxation times; it does not determine nonadiabatic excitation or damping.
For the pressure and buoyancy modes, separate angular dependence using spherical harmonics:
The horizontal amplitude has dimensions of length. Angular differentiation gives , and tangential momentum gives . Define the adiabatic sound speed, stellar buoyancy frequency and Lamb frequency by
The adiabatic mass density relation becomes . Substitution produces a radial form of the full oscillation equations for nonzero :
The apparent factor is evaluated through its defining gradient at the centre rather than by dividing two zeros.
Regularity at the centre excludes singular solutions. At a free surface the Lagrangian pressure perturbation vanishes, ; outside the star the gravitational perturbation decays as . For a model with mass density tending to zero at its surface, continuity of and its radial derivative gives . If the equilibrium mass density jumps to vacuum, include the displaced-surface mass sheet: the outward-minus-inward derivative jump is , so the interior condition is . An atmospheric boundary condition can replace the ideal free surface.
These conditions make an eigenvalue, not an arbitrary local sound frequency. With conservative boundary conditions the adiabatic operator is self-adjoint, giving real ; negative values describe instability. The frequencies depend on , self-gravity, stratification and boundaries, as well as angular degree and radial order. In a spherical nonrotating star they are degenerate in . For homologous equilibrium structures, their scale is
thus the typical oscillation time measures inverse square root of mean mass density, while individual frequencies probe the interior adiabatic sound speed and stellar buoyancy frequency profiles.
For radial modes, write . Eliminating the pressure and gravitational perturbations gives the radial stellar pulsation equation
This is a Sturm-Liouville problem. Multiplication by and integration, with vanishing boundary terms, gives its Rayleigh quotient
For constant , makes both numerator contributions nonnegative. At , a homologous displacement is neutral; for constant the same trial displacement makes the quotient negative. For the uniform-density stellar model, constant is an exact mode and . With varying , the integral criterion, rather than a universal pointwise threshold, controls radial stability.
The Cowling approximation neglects while retaining the equilibrium gravitational field. It is useful for short-wavelength modes, but is not needed for the full derivation above. In a locally slowly varying region, take both remaining amplitudes proportional to and retain the leading derivative terms. Then
Eliminating either amplitude gives the acoustic-gravity propagation relation
Positive is oscillatory propagation; negative means an evanescent wave. The high-frequency branch, , describes stellar acoustic modes, restored chiefly by compressibility and pressure. At frequencies well above , this gives . The low-frequency propagating branch in stable stratification, , instead describes stellar gravity modes, restored by buoyancy. At there is no such nonradial gravity-wave cavity.
A stellar acoustic mode is trapped between an inner turning point near and an outer reflecting region. Low- modes penetrate deeply; radial modes reach the centre. Higher-degree modes turn farther out. Standing waves require the WKB quantization condition
where the phase depends on the central or turning-point behaviour and surface reflection. For high radial order and small degree, the leading acoustic travel-time result is the large frequency separation
The term is the leading central angular phase shift; smaller frequency separations depend on detailed interior gradients. The near-surface mass density stratification sets the acoustic cutoff frequency. In a plane-parallel isothermal atmosphere with mass density scale height , . Modes below this cutoff can reflect and form a cavity; waves sufficiently above it escape and need an outgoing-wave boundary condition. Nonadiabatic damping, driving and rotation alter real-star mode properties, but the adiabatic frequency problem isolates their dependence on the equilibrium structure.
Let be the mass processed by catastrophic impacts in logarithmic bin . Steady mass conservation requires the same downward mass flux across every interior size threshold. A scale-independent fragment redistribution function makes the transfer kernel depend only on the number of logarithmic bin steps. Consequently a self-similar interior steady collisional cascade has , independent of size: a constant processed mass per bin supplies the constant flux, with the same kernel-dependent proportionality at every bin. This is the constant mass flux in a collisional cascade result, away from injection and removal cutoffs. Size-independent fragmentation does not eliminate boundary waves at the very ends of a finite distribution.
For equal-density planetesimals, body mass is proportional to and a fixed logarithmic bin contains a number proportional to . The mass per logarithmic size bin is therefore . With the given catastrophic planetesimal collision rate, gives
Constant mass flux in a collisional cascade sets the exponent to zero, yielding the strength-dependent steady collisional-cascade slope
The time to change an order-one fraction of a bin's mass is . Its collisional-cascade relaxation time is thus . The contemporaneous projectile population must be used when a different part of the distribution has already evolved.
For the primordial differential-number index , the collisional-cascade relaxation time is
It has asymptotic logarithmic slope in the strength regime and in the gravity regime. It increases monotonically: its logarithmic derivative is , ranging from to . In particular the minimum of the catastrophic disruption threshold at is not a minimum of the collision time. The strength-gravity disruption transition obeys
Small sizes start evolving first. Before , the whole distribution is nearly primordial. At intermediate times, a transition diameter with separates processed small sizes from mostly primordial larger sizes. The steady strength-regime index is , while the gravity-regime index is . Thus a plot of mass per logarithmic size bin has slopes and in the two evolved regimes, compared with the primordial slope . Once , both steady slopes appear below the remaining primordial tail. The transition moves to larger sizes, and the normalization eventually decays as the largest bodies are depleted. Sharp joined power laws are a schematic description; detailed kernels produce smooth transitions and possible waves.
Figure 1.
Primordial collision times and schematic size distributions at representative collisional ages
. Details.
For the uniform depletion, the binary-collision evolution operator is quadratic in all bin masses: . Let be the undepleted trajectory and suppose . Differentiating verifies the exact scaling within this fixed-kernel collision model,
Immediately after depletion the shape is unchanged and the catastrophic planetesimal collision rates are reduced by . Further evolution therefore proceeds times more slowly on the original trajectory. The processed-to-primordial transition initially remains at , then advances on the stretched collision clock.
A collision-only model starting with the smaller initial normalization has trajectory . Matching the observed depleted distribution requires . Hence the collisional age after uniform dynamical depletion is
The lower observed normalization would make it appear that slow collisions had taken much longer to produce the existing break. Shape and normalization alone cannot determine without independent information about age, initial mass, or depletion history.
Finally, count all impacts exceeding the strength threshold , including impacts which also disperse the target. This is the source's inclusive rubblising convention; a bound-remnant rubblising collision alone would exclude the dispersing impacts. In the evolved gravity-regime projectile approximation, , so the given threshold-rate law gives the rubblising-to-dispersal collision-rate ratio
At the collisional front , the age is of order one catastrophic collision time. Thus the expected number of strength-shattering impacts has the large- scaling
This is the requested scaling. It is not an exact unit-coefficient identity from the stated assumptions: using the true minimum diameter gives . The actual cumulative number is , not automatically , and its coefficient depends on evolution of the projectile population. The estimate also assumes the relevant projectiles sample the gravity-regime slope; sampling the strength or primordial slope changes the exponent. The steady-cascade framework and evolving transitions are developed by Wyatt, Clarke and Booth.
Take ; a real disturbance with negative wavenumber is recovered by complex conjugation. To obtain the pressure equation for a shear-flow normal mode, apply to the streamwise momentum equation and differentiate the normal momentum equation. The mass conservation equation cancels the viscous divergence and the terms proportional to , leaving . Thus the fluid pressure equation and wall value are
The wall value follows from streamwise momentum with no-slip boundary condition. Normal momentum also gives .
In the lower viscous boundary layer, mass conservation gives if . Since , convection and shear have size when ; matching these with transverse viscous diffusion gives . The pressure gradient balance then gives . Thus the lower scalings are
The neglected streamwise viscous term is smaller by . In these variables the leading equations are
Differentiating the second and using the first yields the Airy reduction .
Put , so . The bounded matching branch of the Airy function gives ; the other independent Airy solution grows along the ray and is excluded. Integrating with the two wall conditions gives
while the wall momentum equation gives the constant fluid pressure
Define the convergent Airy displacement integrals
The Airy function equation and its decaying derivative imply . Consequently, as ,
Both differentiated lower momentum and the constant of integration are satisfied; retaining that constant is essential for the final matching.
For the middle region introduce a perturbation stream function with and . The leading inviscid flow streamwise equation is
For a shear flow, this is the integrated form of the Rayleigh equation for inviscid shear flow. The leading matched solution for fixed is , so and . In the overlap with the lower viscous boundary layer, the first constant correction is
which agrees with the integrated lower solution. For a regular smooth profile, the normal momentum equation gives . Thus fluid pressure variation across a fixed-width middle region is ; in the final distinguished scaling this is smaller than its value, so throughout that region. Since , the middle velocity tends to , which does not decay and requires another region.
The fluid pressure equation becomes when . Therefore the upper scale is , with . The inviscid decaying upper solution is
Matching velocity as gives ; matching fluid pressure to the middle region gives . This is three-layer long-wave shear-flow matching, expressed as a matched asymptotic expansion.
Under with fixed positive , , and . Eliminating the nonzero amplitude gives the Airy wall-layer matching determinant and dispersion relation
Equivalently, with ,
The determinant form does not divide by a possibly vanishing . The wavespeed is ; temporal growth has sign for positive .
There is a genuine conflict in the printed assumptions: fixed- cannot satisfy as . For order-one lower matching amplitudes, constant leading middle fluid pressure requires , equivalently ; this is the reverse inequality and is satisfied by the final distinguished scaling. Thinness also requires . The dispersion relation above is therefore derived under the final distinguished limit, for which the complete consistent window is . Both printed limits cannot be imposed simultaneously.
Take positive upwards and let denote axial body force per unit volume. With inertia and surface tension omitted, the extensional equations for a slender Newtonian column are
Mass conservation gives the first equation. The second uses the Trouton ratio three: the leading radial velocity is , the radial normal traction gives , and the axial stress is . An axial control volume balance then gives the displayed equation. The approximation requires a slender column and slowly varying radius.
Let . Since the container base is closed, the total volume flux at every section is zero. The column carries flux , so the annulus carries and has mean speed of order . Its interfacial shear stress is therefore of order . Transmitting this stress through the core produces an axial velocity variation of order . The plug-flow criterion for a column in a low-viscosity annulus is consequently
Use modified pressure , removing the annular fluid's hydrostatic pressure. In a local planar gap, with at the column and at the container wall, lubrication theory gives
The required return flux per unit circumference is to leading order in . Its pressure-driven component is larger than the Couette component by , so the annular return flow around a slumping column gives
The annular shear contribution to the integrated axial force is smaller than this pressure-gradient term by . Retaining the leading terms and substituting gives the dimensional equations
The boundary conditions are at the base and at the free upper end; the latter expresses zero excess axial extensional stress.
For and initially constant , put . Then , so
For , define
This function records the leading thin-annulus resistance; differences from curvature and the Couette term enter at the already neglected relative order . Choose the extensional screening length of a slumping column and the associated scales as
Here denotes the initial annular gap in this question. With , and , the dimensional equations reduce to
Initially and , so , with and . The initial velocity profile of an annularly confined column is
The column thickens everywhere below its stress-free top, while that initial thickening rate is zero at the top.
For a tall column, , the limiting forms away from exponentially small end corrections are
The bulk falls at approximately , where excess weight balances annular hydraulic resistance. Extensional stresses adjust this velocity to zero in a basal boundary layer of thickness ; almost all thickening occurs there.
For a short column on this scale, , while still slender, the limits are
The annular-resistance term is small, so excess weight is balanced predominantly by extensional viscous stress. The top speed is , recovering the zero-annular-viscosity result. Thus is the vertical distance over which extensional stress communicates the basal constraint before annular resistance screens it. The sketches below use separate natural normalizations for the two limits.
Figure 1.
Initial velocity and thickening profiles of long and short annularly confined viscous columns
. Details.