Take positive downwards from the roof. Write , , and . The cooled magma follows the decreasing liquidus from towards ; the initially superheated liquid starts at above that liquidus. The solid has zero solute concentration. At each temperature in the mushy layer, a horizontal tie line joins the pure solid to the residual liquid on the liquidus. The lever rule gives the liquid fraction from the bulk concentration. Since , this path stops before the eutectic temperature and does not cross the eutectic composition.
Figure 1.
Liquid cooling, residual-liquid enrichment and a solid–liquid tie line in the stagnant magma mush
.
The porosity denotes the liquid fraction, so is the solid fraction. Equal phase mass densities remove volume-change flow; the stable density stratification suppresses convection. In the stagnant mushy-layer model, define bulk specific enthalpy and bulk solute concentration by
The arbitrary reference of specific enthalpy has been omitted. The two conservation laws in are
Here is the thermal diffusivity, with the thermal conductivity. The positive term records increased specific enthalpy on melting; during freezing it supplies latent heat. In the liquid , the heat equation and solute diffusion equation are
where is the solutal diffusivity. Neglecting solute diffusion inside the mushy layer does not permit dropping in the liquid at this stage.
Use , liquid and as , and initially , , for . These are the half-space boundary conditions appropriate before cooling reaches the bottom of the chamber. For a closed chamber of finite depth , replace the far-field conditions by the specified bottom conditions, for example at an insulated impermeable floor; the half-space similarity solution then ceases to apply when the thermal penetration depth approaches .
At , let and be the common liquid concentration and temperature, and let be the limiting porosity on the mush side. Continuity of , the Rankine-Hugoniot condition for solute, and the interfacial conservation of energy give
The first condition has the sign of solute rejection into the liquid. For the sharp-edge stagnant mushy-layer model with nonzero liquid solutal diffusivity, close the free-boundary problem by marginal equilibrium at a mush-liquid boundary:
This prevents constitutional supercooling immediately ahead of the mushy layer. A small solid fraction jump at its edge is allowed: imposing as well as these finite- conditions would generally overdetermine the reduced model. At the roof, follows from the liquidus, and no additional solute-flux boundary condition is needed in the diffusion-free mush.
To obtain the large-concentration similarity solution, put
The positive superheat specifies the physically intended liquid initial state. On a similarity solution, are constant, so every newly incorporated level leaves the same constant . Write and . Then throughout the mushy layer
For , , and , the effective heat capacity is constant to relative error . Thus set
Integration of the similarity solution ordinary differential equation gives the leading analytical profiles
The temperature is . In the mushy layer, the concentration and porosity are the displayed ; in the liquid,
These retain the liquid solutal boundary layer. For completeness, finite- values of are determined analytically, to the same large- order, by setting
and solving
The solute jump gives exactly; replacing by on the right of the last equation retains that jump's next-order factor, but does not make the linearized thermal profiles exact at finite . The branch has , . All these profiles are leading asymptotic expressions, not exact solutions of the nonlinear finite- heat equation.
For at fixed positive , the complementary error function asymptotic gives , hence , , , and . The result simplifies to
In particular, and . There is no finite interfacial latent heat jump in this limit: the latent heat is released continuously throughout the mushy layer. Matching the two temperature gradients gives
The printed final equation is missing the square on in the exponential. The corrected exponent follows directly from differentiating and is consistent with . The positive root is unique: the mush-side gradient decreases from infinity to zero with , whereas increases. The zero-superheat limit is singular and is not described by a finite positive in this two-region construction.
Choose the positive direction along the background flow, so ; reverse if necessary. Let measure depth below the impermeable roof, and set . The deep ambient water has . Continuity of pressure at and hydrostatic pressure inside the buoyant CO2 give
Here is permeability of a porous medium and is dynamic viscosity. Since , the ambient return-flow correction to the imposed pressure gradient is higher order. The small aspect ratio supplies the hydrostatic pressure approximation; capillary trapping, dissolution, compressibility and dispersion are omitted in this sharp-interface model.
The depth-integrated Darcy flux is . The actual stored fluid volume is per unit horizontal area, where is the aquifer porosity. Thus the porous gravity current with background flow satisfies
with , and . Both and the later denote actual injected volume per unit transverse width. Away from injection, the equation is an advected porous medium equation. At each finite front impose and vanishing outgoing volume flux per unit width. At the injection point is continuous and . For an initially empty aquifer, . The advective speed is , not .
For a constant-flux porous gravity current, write characteristic depth and extent temporarily. At early times volume conservation gives ; gravity spreading gives . Hence
Background advection becomes comparable when , so the transition scales are
For , the leading similarity solution is symmetric:
For , its model ordinary differential equation and boundary conditions are
Choose the nonnegative finite-front branch, reflect evenly in , and require at the front. The factor divides the injection equally between the two halves. Integration of the ordinary differential equation gives ; the limiting front slope is . This boundary-value problem determines the initially symmetric shape without assuming an unjustified elementary formula. Independent numerical integration gives in this normalization.
For , upstream storage approaches a finite steady value. With no upstream leakage, for , giving wherever . Downstream the uniform interior carries , so
The upstream volume flux vanishes even though local Darcy velocity contributions from background flow and buoyancy cancel. The upstream stored volume is , a finite constant. The downstream plateau therefore extends a distance , and its front advances at to leading order.
The diffusive nose of an advected porous gravity current has width
In a frame translating at , balance the time derivative against the nonlinear gravity diffusion. With and , the leading transition is , with
Its finite front has as . Independent numerical integration of this boundary-value problem gives , so a more accurate leading nose position is and its local shape is . The entire transition has no elementary closed form. A useful explicit, approximate shape is the volume-preserving linear ramp
This gives . Its ramp width is , and its edge obeys the exact kinematic boundary condition to the displayed order. It also has the same area as a sharp step at . This is an approximate ramp closure, not an exact solution of the nonlinear nose ordinary differential equation. A constant phase shift balances the finite upstream storage within this ramp approximation; the full solution's subleading matching may alter constant offsets.
For a rapid injection of total volume , remove the source for and introduce . The advected constant-volume porous gravity current obeys and . A similarity solution has depth proportional to and radius proportional to . Direct substitution gives the compactly supported Barenblatt solution
Indeed . Its centre translates at the pore speed , its two edges are , and its maximum depth decays as . The expression is exact for a point release within this reduced model; finite-width initial data approach this similarity solution at late times. If , the constant-rate current remains in the symmetric spreading regime and the constant-volume solution has a stationary centre.
Take upward from the horizontal bed and measure away from an ice divide. In the shallow-ice approximation, the hydrostatic pressure is and the horizontal balance for a Newtonian fluid is
The upper stress-free boundary condition gives . The resisting basal traction is , so the fluid-side shear stress satisfies . This is a Navier slip boundary condition with slip length . Integrating twice gives
The first term is the uniform basal sliding contribution, while the quadratic term is internal viscous deformation. Both are positive where the thickness decreases downstream.
The shallow-ice flux with linear basal drag is
No ice accumulation or ice ablation appears. For a symmetric glacier, work on one half, , with , and no outgoing volume flux. Its conserved half-volume per unit width is ; the full glacier has volume . This specifies the volume convention rather than silently supplying an unspecified value. For a general finite release on the whole line, the late similarity solution is centred on its conserved centre of mass and uses half its total volume for .
The internal-shear and linear basal drag law mobilities are equal at . Suitable vertical, horizontal and temporal scales are
Write , , . Then
The initial typical thickness is , the initial extent is of order , and its shear-controlled spreading time is of order . The shallow-ice approximation also requires small aspect ratio: in particular the initial thickness and extent must satisfy approximately . The equations model the broad shallow bulk; the very tip can require physics beyond that approximation.
The two limiting equations are porous medium equations of the form , with for a thick shear-dominated glacier and for a thin sliding-dominated glacier. Volume conservation and balance of the time derivative give exponent . Set , . One integration, using zero volume flux at the ice divide, gives , hence
The planar volume-conserving nonlinear-diffusion similarity is therefore
The Beta function fixes its constants:
Consequently the explicit early shear and late sliding limits are
Their centre depths are with , and with . Thus the early extent grows as and the late extent as . These are asymptotic regime profiles; they solve the respective limiting equations, not the full sum of both mobilities. For arbitrary finite-width initial data they are appropriate after the corresponding spatial relaxation, with a virtual time origin depending on that data.
The shear-to-slip transition in a shallow ice current occurs at thickness of order . Using equality at the centre of the early similarity solution gives
If the initial profile is already approximated by that early similarity solution and its centre depth is 10, the virtual age is , and the elapsed estimate is . Other reasonable definitions of typical thickness change the order-one coefficient; the initial thickness alone does not uniquely determine an exact transition time or an exact initial profile. The robust nondimensional estimate is a transition time of order one in the scale.
Finally, let a local nose translate steadily at positive speed and write . This is a local traveling nose of a glacier with linear basal drag; the speed of the globally spreading glacier changes slowly with time. The local mass conservation equation integrates to , since both and vanish at the front. Therefore
Figure 1.
Combined basal-slip and internal-shear glacier nose, with square-root and cube-root limits
.
The right side is strictly increasing, giving a unique positive thickness at every . With and , the same relation reads . Its limiting profiles are
The square-root tip reflects basal sliding; the cube-root thicker region reflects internal viscous deformation. Even during the early thick regime, the very nose is thin and has the square-root inner form. At late times that sliding balance governs nearly the whole profile. The dimensionless crossover thickness is and its distance is ; the early thick cube-root outer profile matches this smaller sliding region. The diverging geometric slope at the idealized tip also marks the local limit of the long-wave shallow-ice approximation.
For freezing, the liquid concentration decreases away from the interface, so the liquidus increases there. Constitutional supercooling means somewhere ahead of the interface. Since these temperatures agree at the interface, its local onset is
For the similarity solution and salt rejection condition, this is exactly
It is also the global criterion for this freezing solution when and : the ratio is a positive constant times . For this ratio decreases with . If the ratio is at most one at the interface, cannot become negative; if it is greater than one there, a supercooled interval appears immediately ahead. Equality marks onset, not a finite supercooled interval.
For fixed positive and , the left side of the inequality is and the right side is positive of order one, so freezing is constitutionally supercooled for sufficiently small . To locate the boundary between the two regimes, resolve the smaller scale , . The salt equation and liquidus then give
Here , so the thermal equation improves to ; this justifies the second expansion including latent heat. Also and the left side of the exact criterion is . Therefore the small-diffusivity constitutional-supercooling threshold is
This printed condition is an asymptotic onset condition, rather than an exact finite- inequality. In its transition window the complete algebraic system and exact gradient criterion must be used.
Use the usual saline Stefan problem approximation: no bulk flow, salt-free ice with negligible salt transport, constant properties, equal phase densities, and the same thermal conductivity and thermal diffusivity in both phases. Write for specific heat capacity, for latent heat per unit mass, and . These thermal symmetries are needed for the arithmetic-mean interface temperature requested in the paper; unequal phase conductivities would give a weighted balance instead.
Set , , and . The heat equation and salt diffusion equation reduce to . Their similarity solutions, in terms of the complementary error function, are
These have the required interface values and far-field limits. At each fixed they recover the initial data as . The liquidus condition is .
Salt rejection and the Stefan condition give, with gradients evaluated on the appropriate sides of the interface,
For example, salt rejection is obtained by differentiating the total salt on a moving liquid interval: the moving lower endpoint removes , which must be supplied by diffusive transport away from the salt-free solid. Substitution, including the salt-rejection function for a saline Stefan front, gives the complete algebraic system for the diffusion-controlled iceberg growth and ablation:
The sign of distinguishes freezing from melting; neither sign should be excluded in the general similarity solution.
For , , and fixed and far-field temperatures, the thermal equation has leading right-hand side , while its left-hand side is . Hence
This is a leading-order balance, not an exact cancellation of latent heat. The resulting and the first algebraic equation determine the leading . A physical finite- branch requires ; if the mean temperature is positive, this salt-diffusion scaling cannot describe the leading solution. Likewise, a latent-to-sensible heat ratio diverging as changes the leading thermal balance.
Define and . Put and . Then , which will determine the freezing and constitutional supercooling conditions below.
Use a two-sided top-hat line plume with full width , upward speed , and reduced gravity uniform across the plume. Fluxes are measured per unit span along the line source: the volume flux is , the kinematic momentum flux is , and the buoyancy flux is . If the inward edge speed is , where is the entrainment coefficient, the two exposed edges give
These are the volume conservation, momentum conservation, and buoyancy flux balances for a Boussinesq approximation plume in an unstratified ambient. Entrained ambient fluid supplies neither vertical momentum nor reference buoyancy.
A pure plume has no persistent source length scale. Since a line-source has dimensions , dimensional analysis gives constant , , and . Substituting constant into and the momentum balance determines the coefficients:
Thus and when width is full width and velocity and buoyancy have top-hat profiles. If width means half-width, instead. Other prescribed profile shapes change these numerical factors; the linear growth laws remain the same. The point-source in Question 1 has different dimensions, so its law must not be used here.
Let be local contaminant concentration and let be horizontally integrated plume concentration. Its conserved amount per unit span is . The dilute contaminant is a passive scalar; the maintained plume is unaffected by its impulsive release. A one-dimensional effective transport closure takes the integrated scalar flux to be
The constant advective speed and the eddy diffusivity scaling follow from the line-plume scales. The entrainment coefficient alone does not determine the scalar dispersion coefficient: this Fickian closure for the integrated variable is an additional modelling assumption. Mass conservation then gives the displayed transport equation in the PDF. With this effective closure and advective speed chosen as , ; if , then , with independent dimensionless mixing coefficient .
There is a second possible closure convention. If one instead applies local diffusive flux to horizontally averaged plume concentration , its integrated diffusive flux is . For , the total scalar flux is then . The same printed equation is obtained with , rather than . Thus the printed and should be regarded as effective coefficients unless the averaging and closure conventions are specified; no equality between and the velocity prefactor is universal.
Assume , , an initial impulse at the origin, no further contaminant input, and zero endpoint scalar flux for . For a similarity solution, put
Substituting into the advection-diffusion equation gives
Decay at infinity makes the integrated constant zero. Hence , and normalization with the gamma function gives . The resulting gamma impulse solution for linearly increasing diffusivity is
Its integral over is . Its flux is , which vanishes at both endpoints for . The scale shrinks to zero as , so the normalized solution has weak convergence of probability measures to the required unit source impulse. The mass at the boundary is a full unit impulse on the half-line, not half of a whole-line impulse.
For the integrated quantity, , and consequently
This verifies the printed location for horizontally integrated plume concentration. It is a maximum because the derivative changes from positive to negative there. The normalized profile is a gamma distribution with shape : its expected value is and its variance is , so neither the mean position nor the spread should be mistaken for the modal position.
The PDF changes from “integral” to “averaged” concentration in its final request. A genuine horizontally averaged plume concentration divides by the growing width , and is therefore
It is normalized by , not by . When , its interior maximum is
When it decreases from a finite boundary supremum; when it is singular at the ideal point source and has no positive interior maximum. A finite source regularizes that singularity. Thus the final printed maximum is correct for the integrated variable , or for an “average” using a fixed reference width, but is not generally the maximum of the local mean . Both quantities have been given rather than silently identifying them. If , the smooth similarity formula is replaced by the advected impulse ; positive eddy diffusivity is essential to the gamma profile.
For nonnegative insect density assume . Substitution of gives , so choose
Then and the porous medium equation is . Its total mass is conserved when the flux vanishes at infinity. For the mass-preserving similarity solution, direct differentiation gives
On the positive support, integrating once with zero boundary flux gives and hence . The semicircle mass integral is , confirming the profile and its symmetric compact support.
The front is at . When , increases towards , so the supremum of the distance reached is
It is approached as , rather than attained at a finite time. If , the nonnegative solution is identically zero and the corresponding distance is zero.
At fixed cylindrical radius, let and use the continuity equation . For the similarity solution and , the continuity equation reduces to
Here is dimensionless and labels the initial height. Midplane symmetry sets the integration constant to zero, so the flow is a homologous vertical motion of an astrophysical disk:
The hydrostatic approximation and ideal gas law become
The material derivatives are and , so the energy equation gives
Separation of variables requires a positive constant such that
Integrating with gives the slow cooling of an astrophysical disk similarity factor
A closed set of profile equations is therefore
These have the same polytropic vertical structure in stellar gravity as part (b). Writing
with , fixes
Returning to physical height, the explicit profiles and evolving semi-thickness for are
and
Outside this moving surface . The surface density of a disk is conserved because . The column cools and contracts without changing its scaled profile: its midplane temperature falls as , its mass density rises as and its pressure falls as .
The value determines , but the mass density normalization also enters . If the initial column is specifically the heated equilibrium of part (b), switching off its heating gives
Otherwise , or equivalently the conserved column mass, is additional initial data. The contraction timescale grows with , so sufficiently slow initial evolution remains slow relative to the fixed vertical dynamical timescale of a disk. This is an exact solution of the reduced hydrostatic approximation, rather than the full momentum equation: its omitted vertical acceleration is , with , which remains small and decreases if .
For an axisymmetric viscous gravity current on a cone, the cylindrical radius at slant distance is . A surface annulus therefore has area . The local downslope volume flux is the same as in part (a), but conservation of mass must account for this growing circumference. Thus
This is a leading thin-film description away from the apex, with and thickness small relative to the local curvature and streamwise length scales.
The original PDF uses the long-time criterion ; the local TeX incorrectly reads . To see why the PDF criterion is the relevant one, scale . In the bulk, the hydrostatic-gradient term relative to direct downslope gravity is
Hence the leading outer evolution, with , is
For a fixed-volume similarity solution, let and . Conservation of mass gives , while the evolution equation gives . Thus , . Writing , , yields
The positive branch satisfies this equation when . It gives
The ideal outer current has zero thickness beyond its front. Its mass integral is
Therefore
The reduced equation is a conservation law after multiplication by . Its front obeys the Rankine-Hugoniot condition, , consistent with the mass-derived front position. The outer profile has a finite jump at the front; the omitted hydrostatic-gradient term resolves a narrow front region. There is also a small apex region where the outer gradient and conical curvature violate the local approximations. Neither region sets the leading conserved-volume scaling above.
For the horizontal film, part (a) gives the lubrication theory equation
The length scale is fixed at , so balancing against gives . The draining viscous film on a finite horizontal plate therefore has the long-time similarity solution
An additive shift of the time origin can represent the initial transient without changing the long-time law. The positive profile is even, with and . Substitution yields
To integrate, put and use . Then
For the decreasing branch has , so inversion gives
The negative half of the profile follows by symmetry.
At the edge, . Set in the integral to obtain
Here is the beta function. Thus , and the centre thickness is
For , the implicit integral remaining between and gives
Consequently the edge region of a draining viscous film has
Its slope satisfies up to a constant factor, so it becomes order one at
The local height is then also , violating the shallow geometry required by lubrication theory. A full local flow is needed to turn the fluid over the edge.
The imposed zero thickness is nevertheless a consistent leading outer boundary condition: , so the unresolved edge height is small compared with the film's bulk height. It should not be interpreted as an exact pointwise prediction inside the edge region. Moreover, at the right edge, so the outward volume flux remains finite even as the outer thickness tends to zero. The singular slope is what allows this outer solution to describe drainage.
Let be downward Darcy flux, measured per unit total horizontal area. Neglect the resistance of the displaced phase, capillary pressure, and horizontal subsurface flow. Taking atmospheric pressure as zero, the upper end of the saturated column has pressure and its advancing lower end has pressure zero. Across a column of depth , Darcy law therefore gives
The pressure head from the overlying layer supplies , and gravity supplies one. Because the new liquid fills a pore volume per unit area, the vertical imbibition under a draining liquid layer obeys . Volume conservation gives , so, until the surface layer is exhausted,
The initial condition is understood as a limiting solution of this singular equation. For , separation of variables gives
At small penetration, expansion of the logarithm yields , hence
A sufficient dimensional early-time condition is , for which . The printed needs a chosen time unit or nondimensionalization. In the limiting case , holds exactly until . The divergent initial Darcy flux is an idealization of sudden contact with a dry continuum; it cannot describe penetration below the pore scale.
For the spreading surface layer, measure upwards from the substrate. A thin, slow gravity current has hydrostatic pressure and a leading horizontal viscous balance . A no-slip boundary condition at and a stress-free boundary condition at give
This lubrication gravity-current flux drives horizontal spreading down the surface-pressure gradient. Surface volume conservation is , while conservation in the pores is . Combining these balances gives the deep-substrate drainage of a gravity current model
Drainage transfers liquid from the surface layer into the substrate. Indeed .
For definiteness take a one-sided current on , supplied at . The imposed volume is per unit span, so has dimensions of area. The boundary conditions and volume conservation constraint are
The source starts from zero injected volume. Initially dry points acquire only when the advancing current reaches them; the formula is not applied outside that region. At the advancing nose these are limiting conditions for a singular drainage equation. For a source feeding two identical sides, each side has half the volume and inlet flux; only the corresponding numerical prefactors change. The integral and inlet-flux conditions are equivalent once the local balance and nose conditions hold.
The physical approximations are lubrication theory, negligible inertia, slowly varying surface height, small pore-scale Reynolds number, and negligible capillary entry pressure. Treating the substrate as vertically draining columns also requires its lateral flow to be negligible and its depth to exceed the penetration depth. The model is valid while surface liquid remains available above each draining column.
For a similarity solution, let and scale as , and let the current length scale as . Since then has no time dependence, drainage requires . Balancing with the horizontal spreading term gives , so and . These exponents also give injected volume , explaining the particular supply law.
Define scales
which satisfy and . The cubic-input similarity for a draining gravity current is
Substitution into the two conservation equations gives
where
Thus only and remain in the dimensionless problem. Its constraints are
Integrating the sum of the two ordinary differential equations verifies that the inlet flux and integral normalization agree. The dimensionless endpoint is the undetermined multiplicative constant in the length law; solving for it is not required.
For a radial function, the equation is
Therefore, assuming the population density and radial flux decay at infinity and are regular at the origin,
Thus is conserved; it is the total population obtained by integrating density over the plane. This is the global form of the equation's conservation law.
Set
Then
while the radial diffusion term has the same prefactor and equals
Equating them and multiplying by gives
so the proposed ansatz is a similarity solution.
Regularity at makes the constant of integration zero. Wherever ,
for some . The nonnegative weak solution continues as once this parabola reaches zero:
This is the two-dimensional Barenblatt profile for quadratic porous-medium diffusion; its degenerate diffusivity permits compact support.
Indeed, conservation requires
so if desired. At time the populated disk has radius and hence area
Put , so . Balancing the viscous and pressure terms in the axisymmetric viscous-sheet stretching equations, together with fixed volume, suggests a similarity solution
The conservation of mass equation becomes
There is no ongoing source at the origin, so the integration constant vanishes and wherever . Thus . Substitution into radial force balance gives
A differentiable cannot have nonzero derivative on an interval while being fixed there at . Hence : the spreading sheet has uniform thickness.
At the material edge, . Since , the edge condition fixes . Fixed volume then fixes the radius. The self-similar spreading of a viscous oil slick is
The point-release idealization is singular at ; a finite initial uniform slick gives the same solution with a time shift.
Before drainage reaches the divide, most of the aquifer fills locally to height . Only a growing boundary layer beside the river departs substantially from this height. Write .
At early times , the mobility is . The balance between storage and nonlinear diffusion gives
Substitution into the governing equation gives the forced filling similarity for power-law diffusion with exponent :
The positive outward volume flux per unit width is
The boundary slope is singular, but gives a finite flux.
At intermediate times , the large-depth mobility is . The corresponding similarity solution is
with
Consequently,
Here is the outer outlet profile. The height actually vanishes at the river, so an outlet layer in a deep unconfined aquifer restores the mobility extremely close to the boundary while transmitting this same leading discharge.
The mobility changes when , whereas the divide first affects the deep filling solution when . Thus
A distinct intermediate regime requires . If the divide is reached while the aquifer is still shallow, the early filling law instead crosses directly toward the steady state, at a time of order . The faster intermediate discharge growth comes from increasing permeability of a porous medium as deeper parts of the aquifer become saturated; once the finite domain is felt, the discharge approaches .