Past exam of the mathematics course of the University of Cambridge 2006 iii Paper 77 1 Solution Created 2026-10-03 Updated 2026-10-14
Let be a constant reference density and define total buoyancy acceleration by . Absorb the reference hydrostatic pressure into a kinematic pressure . The ideal nonrotating Boussinesq equations areFor a resting density profile , the background satisfies and the squared buoyancy frequency isStable stratification has . The Boussinesq approximation requires fractional density variations to be small over the domain and parcel excursions, so density can be replaced by in inertia while its small variation is retained in the gravitational force. For an approximately uniform density gradient over height , this requires . The stipulated incompressibility alone does not justify neglecting density variation in inertia.
Put and . To linear order the two-dimensional internal gravity wave equations areThe exact impermeability condition on is the kinematic boundary conditionTaylor expansion about permits at leading order if the boundary slope and its displacement relative to the vertical wave scale are small: and . The second condition controls both the omitted evaluation correction and the product , since continuity gives . Hence for the harmonic forcing,The propagating calculation assumes and ; a time-independent boundary does no oscillatory work on fluid initially at rest. If but , incompressibility forces the vertical velocity to be independent of height, so the unbounded column has no finite-energy radiating internal-wave solution. The propagating wave-generation problem therefore needs the stated nonzero horizontal wavenumber.
For a plane mode with phase , let be its complex amplitudes. The linear equations giveSubstituting into gives the dispersion relationNo waves enter from above. The appropriate radiation condition therefore selects upward vertical group velocity, not upward phase propagation:The boundary-forced internal gravity wave satisfying the boundary condition isThe displacement is , consistent with times the displacement. For a right-moving boundary choose , without loss of generality. Then , and the constant-phase lines of an internal gravity wave have slope : the crests rise toward the right. Their acute angle with the horizontal isThe group velocity is along these crests in the upward-right direction, whereas the wavevector and phase propagation point downward-right.
Rising wave crests with upward group velocity and downward phase propagation above a right-moving boundary
. Details. The physical pressure perturbation is . Pressure work at the lower boundary, to second order in amplitude, is its period-mean pressure times vertical boundary velocity. Static hydrostatic terms average to zero over a cycle. ThereforeAs an independent energy check, the wave's mean kinetic-plus-buoyancy energy density is , and multiplication by gives exactly this upward energy flux.
For the exact horizontal mean-momentum equation, incompressibility writes the horizontal momentum equation asAverage over a horizontal period. Require the pressure and velocity fluxes to be periodic, or more generally their horizontal derivative averages to vanish; in particular there must be no imposed mean pressure gradient. ThenHorizontal averaging also makes ; the zero mean boundary displacement rate gives . These conditions exclude an independent mean mass flux or horizontal force. The mean equation applies in the fluid, with flattening of the small moving boundary understood at the order used above.
For slow switch-on, define , using for . The outgoing internal-wave envelope radiation condition is . Replace in the oscillatory fields by . A modulation time must satisfy and , with a frequency bandwidth sufficiently narrow to linearize the dispersion relation. The exact boundary derivative also contains ; it is smaller by the slow-modulation parameter and is beyond this leading envelope approximation.
To leading slow-modulation order, the wave momentum flux isSince , integrating the mean-momentum equation from rest gives the internal-wave momentum depositionThis is second order in wave amplitude, with smaller relative slow-modulation corrections. Mean-flow feedback on the leading wave is higher order. The mean current is created as the wave envelope arrives; an already uniform wavetrain has no local flux divergence.
Finally move horizontally with speed . The initial uniform relative flow is , with infinite total energy in the unbounded column. Its finite mean-energy change is insteadAt finite time the envelope is absent sufficiently far above, so integrating the momentum equation givesThis is the boundary work and mean-flow energy of an internal wave relation. In the moving frame the boundary pattern is stationary to leading modulation order. It extracts energy from the incident mean flow and converts it to outgoing internal-wave energy; in the laboratory frame the same energy is supplied as boundary work.
Past exam of the mathematics course of the University of Cambridge 2006 iii Paper 77 4 i Solution Created 2026-10-03 Updated 2026-10-14
Let be absolute vorticity, where is constant. Let be density and a materially conserved stratifying scalar, so . For the incompressible density-stratified ideal fluid one may choose the advected density itself; in a thermodynamic description one may use an entropy-like scalar with . The Rossby–Ertel potential vorticity isErtel's theorem states that it is conserved following a parcel under inviscid, adiabatic motion with conservative body force and the stated stratifying-scalar condition.
Start from the rotating momentum equationHere includes gravity and any conservative centrifugal potential. Taking its curl givesMass conservation is , specializing to here. Combining these equations yieldsDifferentiating the material conservation of gives . Dotting these two equations, the velocity-gradient terms cancel after relabelling their indices. ThereforeIf , the triple product vanishes immediately. More generally, an equation of state makes a linear combination of and , so it also vanishes. HenceThis proves the conservation law and specifies why must be a suitable stratifying scalar: an arbitrary unrelated passive tracer need not annihilate the baroclinic triple product. No viscosity or scalar diffusion is permitted in this theorem.
Past exam of the mathematics course of the University of Cambridge 2006 iii Paper 82 4 a Solution Created 2026-10-03 Updated 2026-10-14
Write , , and denote the slow density and velocity field amplitudes by and . Acting on the rapid phase, gives , where . Spatial differentiation gives , while derivatives of the amplitudes and the mean shear flow are . The leading continuity equation and linearized Euler equations therefore becomeEliminating on the nonzero acoustic branch gives the acoustic eikonal equation in a shear flow:The mean-shear term is small here because ; retaining advection does not require retaining that gradient in the leading phase equation. The positive intrinsic-frequency acoustic dispersion relation is , with group velocity .
In a stationary wall boundary layer, horizontal homogeneity preserves and along a Hamiltonian ray-tracing equations trajectory. For a two-dimensional ray,Suppose increases from zero at the wall to a positive free-stream value. For a downstream-directed wave normal, , increasing decreases and . The wave normal bends towards the wall, and the ray becomes more nearly parallel to it. If reaches , then : the ray turns and returns towards the wall rather than reaching the free stream. With launch angle above the wall and free-stream Mach number , the escape condition isFor upstream-directed wave normals, , and increase through the layer; there is no such downstream turning barrier on this branch. A wavefront normal is parallel to , while the energy ray follows the group velocity: advection makes their directions different. In particular, a wall-normal wave normal with can still have a ray drifting downstream. The ordinary WKB method needs a local turning-point continuation at ; the ray sketch depicts that qualitative continuation.
Past exam of the mathematics course of the University of Cambridge 2006 iii Paper 83 1 Solution Created 2026-10-03 Updated 2026-10-14
Let denote isotropic permeability of a porous medium, the fluid dynamic viscosity, the reference fluid mass density, its volumetric thermal-expansion coefficient and gravitational acceleration. The Boussinesq approximation uses only in the gravitational force. With upward coordinate , hydraulic pressure and Darcy flux , the equations arewhere is the perturbation to the conductive temperature. To keep porous heat-capacity conventions explicit, let be effective heat capacity per bulk volume, the liquid volumetric heat capacity, effective thermal conductivity, , and . The thermal equation is . If the usual unit-capacity convention is adopted, and is the thermal diffusivity. Thresholds below do not depend on ; it only changes temporal rates.
For a conductive state with upward temperature decrease , linearization giveswhere . The second equation follows by taking the divergence of Darcy law to eliminate and then differentiating its vertical component. It is important that the Laplacian on its right is horizontal.
In the horizontal layer, both boundary planes prescribe the temperature and are impermeable, so at . Use a normal mode proportional to , with horizontal wavenumber , . Writing , the momentum relation gives , and the thermal relation givesA neutral mode therefore requires . Since , the smallest value is , attained at and . This derives the onset of convection in a horizontal Darcy layer rather than simply importing its critical number. ThusEvery small disturbance decays for ; at equality the critical roll is neutral. Strict decay has this threshold as a supremum, not an attained maximum. The first roll wavelength is , compatible with the very large horizontal extent. Cooling from above gives the opposite, stable buoyancy feedback.
For the tall square column, define as its side length and as its height. The insulated vertical walls impose , while impermeability imposes zero normal Darcy flux. Away from the remote ends, a nearly height-independent mode has hydrostatic pressure adjustment and , with zero cross-sectional mean. The transverse temperature modes arewhere but is excluded: a closed column cannot support a net vertical discharge. Its horizontally uniform density perturbation is balanced by pressure, rather than driving overturning. The rate of a nonconstant mode isThe smallest allowed eigenvalue is , so the insulated square-column Darcy convection onset isAgain strict decay requires . This is the leading long-column result. End conditions that maintain the basic gradient require the vertical velocity to turn around near the ends and give small finite-height corrections; their exact coefficient cannot be inferred from insulation of the vertical walls alone. For a separated vertical mode of small wavenumber , the neutral expression is , which tends to the displayed value as .
Just above threshold, warm fluid rises along one side and colder fluid sinks along the opposite side, with horizontal return flow at the top and bottom. The two lowest modes, proportional to and , have the same threshold. A square therefore admits either orientation or a superposition, including diagonal overturning. Linear theory predicts the weak columnar circulation and its degeneracy; it does not select a unique nonlinear planform.
Past exam of the mathematics course of the University of Cambridge 2006 iii Paper 83 3 i Solution Created 2026-10-03 Updated 2026-10-14
Let the two populations have settling speeds and particle volume fractions . In the same mixed box their scalar equations are , while the common reduced gravity is after neglecting thermal buoyancy. Both populations are carried by the same radius and depth:The coarse ash deposits rapidly near the source; the fine ash remains aloft longer, sustains the current's buoyancy and is carried farther. The composition of the deposit therefore fines outward. Since the remaining fine ash drives the flow transporting both classes, the runout is not obtained by superposing two independent monodisperse currents.
Define the settling exposure for a particle size distribution . Then andThe integral is finite when both settling speeds are positive. Each deposited mass is ; their sum is the total deposit, with a coarse proximal component and a finer distal tail. If the actual hot-gas density deficit is retained, early loss of coarse ash can make vanish and loft the remaining fine-rich cloud, shortening its ground-hugging reach relative to this particle-only calculation.
Past exam of the mathematics course of the University of Cambridge 2006 iii Paper 83 3 Solution 2026-10-14
Model the post-eruption flow as an axisymmetric, shallow, hydrostatic, turbulently mixed layer on a horizontal bed. Neglect entrainment, erosion, heat exchange, rotation and large-scale viscous drag. Particles are dilute, with density , uniform-in-depth particle volume fraction and constant downward settling speed relative to the carrier gas. Deposited particles are not resuspended. Their volume is small enough that settling does not significantly change the bulk carrier volume. Let be ambient air density and carrier-gas density at its local temperature, and use a leading Boussinesq approximation for the mixture motion. DefineThe hot gas reduces the density excess; the ground-hugging current model requires . If density contrasts are too large for Boussinesq dynamics, density-weighted balances would be needed instead. The equations below are a stated shallow-layer model, not a description of the initial explosive vent jet.
For layer height and radial depth-averaged speed , the appropriate shallow-water balances areThe hydrostatic force gives the nonconservative momentum equation . In particular a spatially varying particle fraction must not be treated as constant reduced gravity when differentiating pressure. With no heat exchange or entrainment, a carrier-temperature anomaly is advected:At this order is proportional to . At the bed the carrier has no normal penetration and particles have absorbing deposition flux ; at the top the pressure equals ambient pressure. Axis regularity requires and smooth scalar fields, with no further source after the initial pulse. The initial height, particle inventory and temperature anomaly specify the released volume and ash content. Outside the front , the current layer is absent. At a resolved advancing head, use the material-front condition and the gravity-current front condition , where is an order-one front Froude number and refer to the fluid feeding the head. The front closure replaces unresolved head dynamics; simply prescribing both a zero-depth mathematical edge and a finite-depth box-head speed would be inconsistent.
To obtain a gravity-current box model, assume horizontal as well as vertical mixing, uniform in a disk of radius , and a negligible-volume head whose feeding depth is the box depth. The conserved bulk volume givesA bulk velocity satisfies interior continuity for this box. Rather than impose a uniform pressure on the full shallow-water equations and thereby lose the head force, replace their momentum dynamics by the front closure. Total suspended particle volume is , so bed deposition givesThese ordinary differential equations, together with initial , are the axisymmetric settling box model. The maintained negative thermal term may eventually cancel particle buoyancy and cause lift-off; beyond this horizontal gravity-current model does not apply.
For the requested particle-only calculation set and define the initial reduced gravity . The equations reduce toEliminating time gives . Integrating from the release state yieldsThus the monodisperse circular ash runout has limiting radiusThe maximum outward distance beyond the initial release edge is . When the vent scale is negligible, set in this late-time source idealization. The resulting radius scales as ; it is not obtained by conserving reduced gravity after particles settle out.
To determine the time, put , and . The concentration relation becomes , and the front equation reduces toConsequentlyThe furthest reach is a limiting radius, approached asymptotically rather than attained at a finite stopping time. As the residual particle concentration vanishes, the front slows exponentially. A finite observational threshold for remaining ash would give a finite practical stopping time, but no such threshold is part of these balances.
The local ash deposit density is most naturally its mass per horizontal area, . Once the front has arrived at , its local deposition flux is . For , define ; the arrival time is zero inside the initial footprint and otherwise . Sincewe can integrate the flux exactly. Using gives the circular ash deposit profileIt is constant under the initial disk, then decreases to zero at the limiting edge. Particle solid volume per area is ; deposit thickness is if a bulk deposit density including voids is supplied. The problem does not determine that packing density.
For a negligible initial radius this simplifies toIts integral confirms that the complete initial ash inventory is deposited. The finite- formula gives the same budget including its central flat portion.
Monodisperse axisymmetric ash box: asymptotic runout and decreasing radial deposit density
. Details. The diagram uses the negligible-vent-radius idealization and time normalized by . It illustrates both the asymptotic approach to and the smoothly vanishing outer deposit. All these predictions depend on the mixing and constant-Froude head closure; they do not claim to resolve the initial blast or the ultimate inertia-dominated motion of almost particle-free gas.
Past exam of the mathematics course of the University of Cambridge 2006 iii Paper 83 4 Solution Created 2026-10-03 Updated 2026-10-14
Let measure height from the lower edge and distance from one face of the vertical plate. Use the steady Boussinesq approximation, homogeneous isotropic permeability of a porous medium , reference fluid mass density , dynamic viscosity , thermal expansion coefficient , effective thermal conductivity and liquid volumetric heat capacity . Define and , consistently with the thermal convention used above. Write , where is the uniform ambient temperature.
Interpret as uniform wall heat-flux density: a plate segment of height inputs heat per unit horizontal span. The cumulative heat input up to height is therefore . If instead denotes the sum of flux densities into two identically heated faces, replace it by in each face formula before summing. A specification only of total power per span, without its distribution in height, would not determine this uniformly heated-wall problem. We calculate one heated face; identical heating on both faces doubles the integrated fluxes.
Away from the leading edge, suppose the boundary layer is slender, , and porous inertia and longitudinal heat conduction are negligible. Lateral pressure adjustment leaves the vertical Darcy velocity proportional to buoyancy:At the plate, and ; in the far field . Darcy law permits tangential discharge at an impermeable plate, so imposing a further no-slip condition would be inappropriate in this leading porous model.
Balance , and to obtainThus the warmed layer thickens and accelerates upward. Define a streamfunction by , and setThe last two expressions agree because . Differentiation gives . Substituting in the thermal equation leaves the single nonlinear equation for the uniformly heated vertical plate in a porous medium:The first condition is impermeability; the second fixes the wall heat flux; the third fixes ambient temperature and vertical velocity. Seek the positive-temperature branch with and finite . Decay also gives . The far-field transverse inflow need not vanish: supplies the increasing discharge.
An approximate solution can be obtained without a numerical shooting calculation. Integrate the differential equation over . The boundary conditions and integration by parts giveThus the exact thermal budget is . Assume an exponential thermal shape, . The wall derivative requires , and the integral condition requires . Hence , and the integral exponential profile for porous wall convection isIt satisfies all boundary conditions, has positive decaying temperature, and matches the exact integrated heat budget. It is an integral approximation, not an exact pointwise solution of the differential equation; its mass-flux coefficient should be read accordingly.
Define the volume discharge, kinematic Darcy momentum flux and buoyancy flux per horizontal span byWith these standard discharge conventions the mass flux is . Their similarity expressions areThe integral identity evaluates two of them exactly:Equivalently : all the heat supplied below height is carried upward through that section. Although these fluxes are exact within the boundary-layer equations, porous drag means that the momentum flux itself is not conserved with height.
The approximate mass flux isFor clarity, if “momentum flux” means actual pore-fluid momentum rather than the commonly quoted kinematic Darcy diagnostic, constant porosity and pore speed give . The mass flux remains because already denotes discharge per bulk area. Stating both prevents an implicit porosity error. Validity also requires and a sufficiently slender, low-inertia porous boundary layer; the approximation is not the immediate leading-edge conduction field.
Past exam of the mathematics course of the University of Cambridge 2007 iii Paper 66 3 b Solution Created 2026-10-03 Updated 2026-10-20
To derive the nonrelativistic electron-degeneracy pressure in a hydrogen-helium mixture, take fully ionized hydrogen and helium with hydrogen mass fraction , the electron number density isHere helium nuclei have mass in the approximation used in the question. Filling the two spin states of each momentum mode up to the Fermi momentum givesThe isotropic momentum flux gives pressure . For nonrelativistic electrons , so the electron degeneracy pressure isSubstitute the composition-dependent and simplify powers of two:Comparing gives the polytropic index . The result assumes complete electron degeneracy, , and negligible nuclear mass corrections.
Now adopt the stated approximate partially degenerate equation of state, keeping composition and hence fixed during contraction. Set and define the mass-averaged temperature . The stellar virial theorem from part (a) givesFor an index- stellar polytrope, the permitted gravitational-energy formula is . Also, using ,Thus, with ,The normalized density is a fixed function of for this homologous polytropic structure. Therefore its integral and fix , which is independent of and for a common composition. The mean here is mass-weighted, rather than a volume average.
For the mass-averaged temperature maximum in a partially degenerate polytrope, put and , both positive. As a function of the temperature is the concave quadraticIt reaches its maximum when , withAt large radius, contraction increases the temperature as in a thermally supported star. Once electron degeneracy provides a sufficiently large fraction of the support, further contraction can lower the thermal temperature. The formal zero-temperature radius is , with . The continuation to negative temperatures would be unphysical; the adopted sequence only describes its positive-temperature part.
The contraction-limited central temperature has the same mass scaling. Indeed, if the total polytropic pressure is , the approximate equation of state gives . The fixed density profile therefore fixes . A sufficiently small mass never reaches the central temperature required for sustained hydrogen burning, producing a hydrogen-burning minimum mass. Such an object becomes a cooling, degeneracy-supported brown dwarf instead of settling onto the main sequence. More massive contracting objects can ignite hydrogen before reaching this degeneracy-limited maximum. This conclusion uses the nonrelativistic, fixed-composition model; it does not require extrapolation into the relativistic regime.
Past exam of the mathematics course of the University of Cambridge 2007 iii Paper 75 1 a Solution Created 2026-10-03 Updated 2026-10-14
Let and . Use normal modes proportional to , so means damping. The linear displacements satisfyFor a nonzero-frequency perturbation, linearizing the ideal magnetohydrodynamic induction equation givesProject both momentum equations with . This removes the pressure gradients. The magnetic tension is already transverse to , and, with , the projected equations areHere uses the ion density, as stipulated. For either of the two independent transverse polarizations, the equal-density ion-neutral Alfvén dispersion relation follows fromIts determinant is . Removing the static neutral-displacement factor givesThe removed factor is a time-independent neutral displacement with no velocity or magnetic perturbation, a relabeling of the homogeneous neutral fluid rather than a fourth physical wave. Direct elimination in the first-order system for gives exactly the same cubic. This also handles the zero-frequency limits without introducing a displacement-label mode.
Past exam of the mathematics course of the University of Cambridge 2007 iii Paper 75 3 b Solution Created 2026-10-03 Updated 2026-10-14
At leading anisotropic order, perpendicular Alfvénic turbulence evolves independently of the compressive fluctuations. The slow modes and the entropy mode are transported by that turbulence. The fast magnetosonic frequency is of order , much larger than the reduced Alfvén frequency; the low-frequency reduced magnetohydrodynamics ordering filters out that fast-wave sector.
The passive evolution can be made explicit for a uniform ideal adiabatic plasma. Let , , , and define the normalized entropy perturbationUse and . Perpendicular force balance makes the leading total-pressure perturbation vanish:The ideal entropy equation gives . The leading continuity and parallel-induction equations have the same compressive divergence term; subtracting them gives . Parallel momentum gives . PutThe two compressive equations therefore becomeLet be the tube speed and . ThenThus the slow and entropy fluctuations in reduced magnetohydrodynamics have characteristic amplitudes obeyingThe two slow-wave populations propagate in opposite directions along the bent field lines while being mixed across them by . The entropy perturbation is carried by the fluid without a restoring-wave frequency. A pure entropy perturbation has and , so its density variation is accompanied by a temperature change with no leading pressure variation.
The coefficients and advecting fields in these three scalar equations come from the Alfvénic cascade; the scalars do not enter the leading perpendicular Alfvén equations. They therefore develop small perpendicular scales through passive mixing. If a scalar has constant variance flux and is mixed on the Goldreich–Sridhar time , thenThe flux and amplitude need not equal the Alfvénic energy flux. This passive-spectrum statement uses the same locality and stationary inertial-range assumptions as part (a), and ignores additional damping. If a passive mode is absent initially and is not forced, its homogeneous leading equation keeps it absent; the Alfvénic cascade does not have to generate every compressive mode.
Past exam of the mathematics course of the University of Cambridge 2007 iii Paper 77 1 Solution 2026-10-14
In the Boussinesq approximation, density departures from a constant reference density are small enough to neglect in inertia and mass continuity, but their gravitational effect is retained. Write the total buoyancy acceleration as , choose a hydrostatic background , and set . Thus is the buoyancy perturbation, positive for a parcel lighter than the background at its present height. The squared buoyancy frequency isStable stratification has . A small vertical displacement of a parcel conserving its buoyancy gives , explaining the restoring acceleration and the name of .
Let be pressure with the background hydrostatic pressure removed, , and the material derivative. The ideal, nonrotating Boussinesq equations areThe last equation is equivalent to . There is neither viscosity nor buoyancy diffusion. The reference density occurs in the pressure normalization, while the small density anomaly occurs only through buoyancy.
For the two-dimensional disturbance, linearization about rest givesA plane internal gravity wave proportional to therefore satisfiesThese internal-wave polarization relations and the dispersion relation determine the individual responses in parts i and ii. A radiating response has no incoming internal gravity wave from ; an evanescent response is bounded there. The harmonic solutions describe the response after excluding arbitrary initial transients.
For the localized oscillatory boundary, define and . Both signs of vertical wavenumber must radiate into . Their horizontal wavenumber is , so the positive- contribution involves and the negative- contribution involves . Consequently the complex horizontal velocity isTaking its real part provesThe positive- internal-wave polarization has and the negative- one has . HenceIn particular, , so the boundary condition is recovered exactly. This is two-beam radiation from a localized oscillating boundary.
Take a smooth localized profile, for example . Its effective support is a neighbourhood of width a few ; increasing that neighbourhood makes the tails arbitrarily small. The boundary displacement is to first order, so at it is flat and moving at maximum speed. At that instant,There are two narrow oblique beams centered on and . Away from their overlap, the velocity is parallel to the relevant beam, in the directions and . The figure uses and measures velocities in units of .
Velocity in two internal-wave beams when the oscillating boundary is flat and moving fastest
. Details. At other phases the terms contribute. For the positive-frequency convention above, is the Hilbert transform of ; it generally has longer tails than . Thus even when the boundary is nearly stationary, the interior need not be stationary or confined to the bright cores shown here. Half a period later all velocities reverse. The beam directions remain the same, but the instantaneous velocity profile and its quadrature component change.
A short pulse has a broad frequency spectrum. Frequencies below produce outgoing internal gravity wave packets with frequency-dependent ray slopes ; frequencies above contribute an evanescent near-boundary response. Moreover the group velocity depends on wavelength as well as direction. The radiated packet therefore spreads into a dispersive fan or wake, with different frequencies traveling at different angles and different scales separating along those directions. After the forcing ends the propagating packet travels away, rather than maintaining the two permanently driven monochromatic beams.
Past exam of the mathematics course of the University of Cambridge 2007 iii Paper 77 3 Solution Created 2026-10-03 Updated 2026-10-14
For the shallow-water approximation, let the vertical scale be much smaller than the horizontal scale, so vertical acceleration is negligible and pressure is hydrostatic. Assume constant density, a flat impermeable bottom, a free surface under constant atmospheric pressure, and a horizontally moving column with no leading-order vertical shear. Neglect friction. Taking the bottom at , hydrostatic pressure is , so its horizontal gradient is independent of . The horizontal momentum equations are thereforeIntegrating incompressibility from the bottom to the free surface, using zero bottom vertical velocity and the surface kinematic condition , givesTogether these are the nonrotating shallow water equations.
Rotation with angular velocity adds Coriolis force terms and to the left sides of the and equations, respectively. The centrifugal potential is absorbed into the background pressure and effective gravity. ThusWrite and . Taking the horizontal curl, including the derivatives of the advecting velocity, yieldsFor example the curl of the Coriolis force contribution is , and the curl of nonlinear advection supplies . Since and , division givesThis is exact shallow-water potential vorticity conservation within the rotating shallow water equations.
For the quasi-geostrophic approximation, take a horizontal scale , speed , mean depth , and slow time . Require small Rossby number and small surface departure . Introduce the Rossby deformation radius and Burger number . Geostrophic balance gives , hence . The Froude number is . These assumptions select slow balanced motion, with fast gravity-wave transients absent at leading order.
Define the quasi-geostrophic streamfunction by . The leading geostrophic flow is , which is horizontally nondivergent. Expanding the exact shallow-water potential vorticity givesThe correction is smaller than by . Advecting it by the leading geostrophic flow, while the constant leading term has zero gradient, givesHere potential-vorticity conservation means that is carried unchanged by the leading horizontal trajectories. Potential-vorticity inversion means solving the elliptic equation , with appropriate boundary or decay conditions, to recover and thus the velocity. Conservation evolves the scalar field; inversion obtains its velocity field.
For a mean current , substitute and into potential-vorticity conservation. Retaining first-order terms givesLet . Differentiating the mean inversion relation gives . Away from this is zero, so decay at both infinities gives . A velocity jump would introduce a derivative of a delta function, absent from , so is continuous. Integrating through zero now gives , and therefore
For the regular interfacial normal mode , the linear equation readsIn each region, choose zero perturbation potential vorticity, giving . This supplies a regular solution even if at isolated locations away from the interface. Continuity and decay require , where . Integrating the equation across zero givesSince , the nonzero normal mode hasThis potential-vorticity step edge wave is an interfacial Rossby wave. Displacing the potential vorticity jump creates alternating anomalies; their inverted velocity displaces the interface further with an intrinsic propagation opposite to the positive mean current. The mechanism requires a nonzero jump, or more generally a gradient, of the mean potential vorticity. It does not require planetary variation of . Reversing the jump reverses the intrinsic propagation; setting the jump to zero removes this interfacial restoring mechanism.
Past exam of the mathematics course of the University of Cambridge 2007 iii Paper 83 2 a Solution Created 2026-10-03 Updated 2026-10-14
Interpret as the ambient density: the PDF's phrase assigning it a “depth” is a typographical error. Take , and use a common reference density in inertia while retaining the density difference in buoyancy. This is the Boussinesq approximation, with reduced gravity . For the shallow water approximation, the lower-layer depth must be small compared with longitudinal variation scales, vertical accelerations must be negligible and pressure hydrostatic. The deep ambient is approximated as a hydrostatic pressure reservoir away from the nose; assume a uniform velocity over each lower-layer cross-section and neglect drag and entrainment.
Write the prismatic triangular area as with fixed , so the width at height is . The excess hydrostatic pressure force divided by reference density isThe prismatic-channel shallow water equations are thereforeFor positive depth, divide the first equation by and use it in the second to obtainThe coefficient matrix in variables is . Its two distinct real characteristic speeds areThus the system is strictly hyperbolic for and , though it degenerates at zero depth. Since , direct substitution in the two equations givesHence are the Riemann invariants conserved along their respective characteristic curves. The factor four, rather than the rectangular-channel factor two, comes from the triangular relation .
Past exam of the mathematics course of the University of Cambridge 2007 iii Paper 83 3 a Solution Created 2026-10-03 Updated 2026-10-14
Write and average the horizontal Navier-Stokes equation, with zero-mean fluctuations and incompressible flow. The mean flow is stationary, has no vertical velocity and has no horizontal pressure gradient. The mean advection of is therefore zero. Incompressibility rewrites the averaged nonlinear fluctuation term as a divergence:These correlations transport mean momentum and produce Reynolds stress. Horizontal statistical homogeneity makes the horizontal derivatives of the averaged correlations vanish. It does not require the instantaneous turbulent derivatives themselves to vanish. Only the vertical divergence remains, givingMultiplying by density and integrating once gives constant-stress Reynolds-averaged wall flow:Here is physical shear stress. Positive mean shear commonly has , representing downward transport of positive horizontal momentum. The Reynolds term then contributes positively to the total stress.
The printed target formula has an extra vertical derivative in the Reynolds contribution. That term has dimensions of stress per length, while has dimensions of stress, so the formula as printed is inconsistent. The derivative belongs in the stress-divergence equation above; the boxed integrated stress is the corrected result. Part b also uses a kinematic rather than physical stress, so the density factor must be tracked explicitly.
Define the friction velocity for positive wall shear. In the near-wall region turbulence is suppressed and molecular viscosity carries the stress. With no slip, . The viscous wall coordinate becomes order one at the characteristic viscous sublayer lengthThe numerical extent of viscosity dominance depends on the crossover convention and wall condition; the scaling is the required viscous length.
Past exam of the mathematics course of the University of Cambridge 2007 iii Paper 83 3 b Solution Created 2026-10-03 Updated 2026-10-14
An eddy at height cannot extend arbitrarily far through the ground, so its largest local vertical scale is proportional to . Choose and absorb its constant of proportionality into the coefficient. With the prescribed constant turbulent velocity scale, writeThe mixing-length closure is . Thus the full kinematic stress isFor , neglect the molecular term. With no internal momentum source, is constant, soIntegrating between two heights givesEquivalently define an extrapolated roughness length and write . If , the familiar law of the wall is . The logarithmic profile is valid outside the inner viscous region and below scales where the constant-stress or wall-distance assumptions fail. It cannot be continued to to impose the smooth-wall no-slip condition.
Past exam of the mathematics course of the University of Cambridge 2007 iii Paper 83 3 d Solution Created 2026-10-03 Updated 2026-10-14
Particles settle toward the bed under their submerged weight. A concentration increasing downward gives an upward turbulent diffusive flux, which can oppose that settling. If turbulence cannot sustain the particles, they enter the weakly mixed near-wall region and can deposit. Sediment resuspension requires bed forces strong enough to entrain grains, not merely a specified diffusivity far above the bed.
For noncohesive grains, an appropriate criterion uses the Shields parameterwhere is grain size, its density and the sediment entrainment threshold expressed dimensionlessly. The threshold depends on grain geometry, contacts and viscous effects; cohesion changes the criterion. Sustained suspension additionally requires sufficiently vigorous upward turbulent motions relative to . Bed motion and well-mixed suspension are therefore not identical conditions.
At sedimentation-resuspension equilibrium, the total vertical particle flux is constant. Set with . The stationary equation givesSince and at infinity, necessarily . Settling and upward diffusion then balance pointwise. Taking a reference height in the specified length units gives the equilibrium settling-diffusion profileIt is nonnegative and decays to zero. The profile describes the region ; it does not assert that this power law continues through the viscous layer down to the physical bed. The supplied reference concentration summarizes the bed exchange and near-wall physics that the outer diffusion closure does not resolve.
Past exam of the mathematics course of the University of Cambridge 2007 iii Paper 83 4 a Solution Created 2026-10-03 Updated 2026-10-14
The Batchelor entrainment hypothesis makes the inward entrainment velocity proportional to the local plume speed:where is the dimensionless entrainment coefficient. For an upward plume , this is . The hypothesis represents turbulent ingestion of ambient fluid; it is a closure rather than a consequence of mass conservation.
Let , suppressing the common factor from cross-sectional integrals. In the Boussinesq approximation, use a constant reference density in the leading-order mass conservation equation. Dividing that equation by gives volume conservation:The factor two is the ratio of the perimeter to the suppressed area factor . Density differences are retained in buoyancy, even though they are neglected in the leading inertial and volume terms.
To derive the density-deficit balance, first leave the small density differences explicit in the supplied mass equation. Because the ambient density is time independent, the product rule givesThus the ambient mass entrained through the perimeter cancels exactly against its contribution to the volume budget, yielding the required buoyancy balance. It is understood to the accuracy of the underlying Boussinesq approximation; the volume equation is not an additional exact constraint on a fully variable-density fluid.
For later use define reduced gravity and the squared buoyancy frequency . With and , the balance isA stably stratified ambient has , so upward motion consumes the plume's positive density deficit; an unstable ambient reverses this sign.
Past exam of the mathematics course of the University of Cambridge 2007 iii Paper 83 4 b Solution Created 2026-10-03 Updated 2026-10-14
Use the conventional kinematic plume fluxesThen is the volume flux, the dimensional mass flux, the dimensional momentum flux, and the kinematic buoyancy flux. Calling a mass flux uses a density-normalized convention: the reference density has been suppressed. If density-weighted momentum and buoyancy fluxes are desired, multiply and by the same constant throughout. Here the conventional kinematic definitions make the Boussinesq approximation explicit.
For an upward plume with , the inverse relations areThe volume conservation, vertical momentum conservation, and buoyancy balances from part a becomeHere the vertical momentum conservation equation uses in the inertia and retains in the buoyancy force. The ambient has no imposed vertical momentum at entrainment.
To classify the resulting partial differential equations, work in the nonsingular primitive variables with . Subtract times the volume equation from the momentum equation and times the volume equation from the buoyancy equation. This givesThe principal matrix is thereforeAll three characteristic speeds are real and equal to , so the model is a hyperbolic system if that term means only reality of the characteristic roots. However, for , requires , leaving only two independent eigenvectors. HenceThis weak hyperbolicity of the unsteady top-hat plume prevents a complete set of independent characteristic fields. For example, freezing in the homogeneous principal part gives and . A Fourier perturbation of wave number therefore produces a term proportional to in . Real characteristic roots alone do not provide uniform control of high-frequency perturbations. The flux-variable transformation above is invertible in the stated region, so changing to does not remove this degeneracy.
Past exam of the mathematics course of the University of Cambridge 2007 iii Paper 83 4 c Solution Created 2026-10-03 Updated 2026-10-14
For a steady upward plume with prescribed , the kinematic plume fluxes satisfyThe positive sign in the last equation expresses the gain of buoyancy flux as the plume rises through the prescribed unstable ambient. Seek a positive power law solution , , , with . Matching powers givesThe last relation gives and the first . Substitution into the middle relation yields , henceThe amplitude equations areFrom the first relation , while the last two give . Taking positive amplitudes gives , and consequentlyReconstructing the radius, speed and reduced gravity gives the top-hat plume in constant unstable stratification:As a direct check, and , while .
The corresponding ambient gradient is . Thus ; for a linear ambient this is . The plume is locally lighter than the ambient even though both densities increase upward in this prescribed unstable stratification.
The coordinate can be measured from a virtual origin. This exact power law branch has fluxes tending to zero there and describes buoyancy generated by the maintained unstable ambient; it does not impose arbitrary nonzero source fluxes at that origin. The given idealization holds the ambient quiescent despite its static instability. Finally, the Boussinesq approximation limits the modeled height range to small relative density changes, here . Within these assumptions, the displayed positive branch proves the requested existence.
Conservation of thermal energy and Fourier's law give the heat equationsThe density times the specific heat capacity, , is the volumetric heat capacity, and is the thermal conductivity.
The condition holds the left exterior face at a fixed zero reference temperature; does the same for the right exterior face. The condition expresses perfect thermal contact, with no temperature jump at the interface. Finally,expresses continuity of the signed heat flux in the positive direction: the interface neither stores nor produces heat.



