Acoustically rigid boundary Created 2026-10-07 Updated 2026-10-13
An acoustically rigid boundary has zero perturbation normal velocity. For a reflected acoustic plane wave, pressure amplitudes add in phase and the reflection coefficient is . It is the infinite-surface acoustic impedance limit. A pressure-release boundary instead fixes the pressure perturbation to zero and reflects with coefficient .
For a film of refractive index and thickness in air, its round-trip propagation phase is . Two neighbouring same-type interference fringes differ by . At small angular spacing in radians,
The relation assumes slowly varying interface reflection coefficients and no rapidly varying reflection phase. At normal incidence the first derivative vanishes, so a local linear angular-spacing formula must be replaced by a quadratic expansion.
At a lossless vascular junction, pressure continuity and volumetric flow rate balance give and , where is the sum of daughter characteristic admittances of an arterial wave. Eliminating transmission amplitude gives the displayed reflection coefficient. A decrease in total area yields positive reflection if parent and daughter wave speeds are equal; differing stiffnesses require comparison of the admittances rather than areas alone.
Characteristic impedance 2026-10-18
The characteristic impedance is the voltage-to-current ratio of a single forward travelling wave on a uniform transmission line. For real and a real load resistance , the voltage-wave reflection coefficient is and the power accepted by the load is the incident power times .
KdV scattering data 2026-09-29
For a rapidly decaying KdV potential, the scattering data consist of the continuous reflection coefficient, the negative discrete eigenvalues , and a positive norming constant for each bound state.
For a slower surface layer supporting propagating SH-waves with vertical wavenumber above an evanescent half-space with decay exponent , continuity of displacement field and traction gives the displayed reflection coefficient for a downward incident displacement field wave. Its modulus is one and its wave phase is . A traction-free top reflects displacement field with coefficient . The round-trip condition then gives , equivalent to direct Love wave mode matching.
Open circuit 2026-10-18
An ideal open circuit permits no conduction electric current through a terminal pair, corresponding to infinite load electrical impedance. At the end of a lossless transmission line, its voltage-wave reflection coefficient is and the terminal current is zero. Real open terminals may retain parasitic capacitance and radiation loss.
Use a linear, lossless arterial pressure wave model with an incompressible fluid of mass density , small wall displacement and negligible mean-flow advection compared with the wave speed. Let the parent vessel have equilibrium area and speed . Linearizing mass conservation and axial momentum gives and . With wall compliance , these imply . A stiffer wall therefore has larger wave speed. A downstream travelling pressure wave carries flux , where is the characteristic admittance of an arterial wave; a returning wave has .
Place the reflecting junction at . Treat the daughters as outgoing-wave loads, with combined admittance and no further returning waves. At the junction, pressure continuity and flux conservation give and . Thus the bifurcation reflection of an arterial pressure wave has
A decrease in total area gives if the parent and daughter wave speeds are equal. More generally this requires , an assumption about both area and stiffness. To isolate the effect of ageing, assume all relevant wave speeds increase by the same factor, so their ratios and hence stay fixed. Unchanged geometry alone does not ensure unchanged if the vessels stiffen by different factors.
At a station , put and , the round-trip phase to the reflector. The incident pressure harmonic and its reflection give
For time convention , the two phasors are and . Their maximum times are shifted by and , respectively. Hence the pressure-flow phase lag from one arterial reflection is
Indeed has the argument of . On the branch , this phase lag is positive: the pressure maximum follows the flow maximum. There is no cycle-wrap ambiguity on this branch because .
The age trend need not have the same sign at every station. Differentiating the phase gives
Increasing decreases . At a distal station with , the lag therefore decreases. At a more proximal, ascending-aortic station with , it increases. Thus one sufficient set of assumptions reproducing both trends is
As long as ageing keeps the stations in these ranges, the distal lag falls while the proximal lag rises. The effect is interference between pressure waves that add and flow waves that subtract, not merely the shortening of one travel time. The lag is largest at a round-trip phase of .
This is a conditional explanation, with fixed representative harmonic frequency, fixed reflector location, negligible attenuation, negligible additional reflections and common stiffness scaling. The given stiffness and geometry facts alone do not specify the phase ranges, so they do not force either age trend without these extra assumptions. Here the two stations lie on the incident-plus-reflected segment. A station beyond the sole junction in an ideal outgoing daughter has only a transmitted wave and zero pressure-flow lag in this model. Actual peripheral measurements beyond that junction require returning waves from further junctions or terminal loads; a single-reflector calculation cannot establish their lag. Non-sinusoidal waveforms, distributed viscosity, mean flow and differently evolving reflection coefficients can also shift peak times. These limitations matter when applying the harmonic explanation to a real arterial network.
Choose depth positive downwards and harmonic time dependence . At normal incidence, P waves and the two polarizations of S waves are independent scalar problems: a P wave uses the longitudinal modulus , and an S wave uses the shear modulus . In a uniform layer with wave speed and seismic impedance , write velocity and compressive traction as
At a perfectly bonded interface the velocity and traction are continuous. For incident velocity wave amplitude one from medium 1 into medium 2, these two conditions are and . Thus
Reflection is determined by seismic impedance, not by speed alone. A step to larger seismic impedance reverses the reflected velocity/displacement field waveform; the pressure reflection coefficient has the opposite sign. Its transmitted pressure coefficient is . Equal seismic impedance eliminates the reflection even when speed and wavelength change. At a free surface traction vanishes and velocity reflects with coefficient ; at a rigid surface velocity reflects with coefficient .
The mean elastic-wave energy flux is for positive real . Therefore the reflected and transmitted energy fractions are
A displacement field transmission coefficient greater than one is compatible with conservation of energy; its flux must be weighted by the receiving seismic impedance.
For many layers, use the seismic layer transfer matrix. A layer of thickness has wave phase thickness and
This follows either by eliminating between the two faces or by integrating and . For the complete stack put . With upper and lower half-space impedances , an outgoing lower wave satisfies . Solving this condition gives the input seismic impedance
Here is lower-face velocity divided by upper-face incident velocity, including the propagation wave phase. For lossless layers and real frequency, . This supplies a sensitive check on any spreadsheet or numerical implementation; it is not correct simply to multiply the individual interface transmissions and discard the elastic waves.
The physical reason is repeated wave interference. In one layer between media 0 and 2, let denote the velocity coefficients above and . The first transmitted wave has wave amplitude . Every extra round trip supplies . Summing the geometric series gives
In the time domain the successive arrivals are delayed by , producing reverberation. In the frequency domain the same delayed terms produce resonant maxima and minima. For a layer between identical half-spaces of impedance ,
At the layer transmits all the incident energy: the internally elastic waves cancel the direct reflection. Halfway between these resonances, a large impedance contrast gives strong reflection. For unequal exterior impedances, a quarter-wave layer with transforms its lower load to , again giving zero reflection at its design frequency. This matching is narrow-band.
Periodic alternation produces a periodic seismic multilayer stop band. For a cell of two layers with total thickness , the cell matrix has reciprocal eigenvalues , so
When the absolute value of this expression exceeds one, the infinite periodic medium has no propagating cell mode; a long finite stack has exponentially small transmission. The energy is reflected, not absorbed. Pass bands instead contain oscillatory transmission peaks, becoming more numerous as the stack length increases. Disorder removes the exact cell periodicity but not multiple scattering or frequency-selective interference.
For a concrete reproducible investigation, take , equal one-way travel times in both layer types, exterior impedance , and frequency coordinate . At each layer is a quarter wavelength; one cell has diagonal matrix entries . For cells,
It is about for one cell, for four cells and for eight cells. The infinite-cell stop band is . The accompanying calculation also shows the first transmitted arrivals for a single high-impedance slab: their wave amplitudes are at times . Their sum is one, consistent with unit zero-frequency transmission. These calculations illustrate both the spectrum and the pulse train without assuming access to the course's spreadsheet.
Figure 1.
Original transfer-matrix calculations showing a periodic stack stop band and the transmitted reverberation train of one slab
. Details.
Finally, as for a fixed finite stack, every , so the response approaches that of a direct interface between the exterior half-spaces. Equal exterior impedances give . For wavelengths much longer than a repeating cell, expansion of to first order instead gives an effective medium with averaged mass density and harmonic-mean modulus , where . Its speed is , not generally the arithmetic mean of the layer speeds. Attenuation makes the energy balance an inequality, while for a fixed oblique horizontal slowness the scalar SH calculation uses and . Oblique P-SV waves require coupled displacement field and traction matrices because of mode conversion at a planar elastic interface. Thick evanescent layers require scattering or impedance recursion rather than exponentially ill-conditioned transfer-matrix products.
At a sharp interface, continuity of velocity and traction gives, for unit incident velocity from the left,
Thus and . Normalizing the transmitted velocity by its elastic-wave energy flux gives , exactly the result above. Right incidence gives the reversed reflection sign and the same flux-normalized transmission. A stress reflection coefficient has the opposite sign to the velocity reflection coefficient; the convention matters.
Put and . The incoming-to-outgoing matrix is , with . Therefore , proving equality of incoming and outgoing time-averaged flux for arbitrary coherent incident wave amplitudes, not just incidence from one side.
For all real frequencies the harmonic equations instead give
Their right sides are equal; the diagonal terms have zero real contribution. Consequently
The mean flux for real-part phasors is . Evaluating it at the two endpoints proves exactly that total outgoing flux equals total incoming flux at every real frequency. This relies on real lossless moduli and mass density; absorption would change the identity.
Refer all layer wave amplitudes to the lower interface. Let a downward incident SH displacement field have unit wave amplitude there, an upward reflected wave have wave amplitude , and the decaying half-space wave wave amplitude . Interface continuity gives
Solving these equations proves the Love-wave interface reflection phase and transmission wave amplitude:
Thus : the evanescent substrate field has nonzero wave amplitude but no net downward mean flux. At the traction-free top, an upward incident wave and its downward reflection must have canceling derivatives, so their displacement field reflection coefficient is .
A layer wave acquires wave phase during a complete round trip. Constructive interference requires
Taking the tangent gives again . The reflection phases, rather than only geometric travel distance, are essential to the mode condition.
The one-dimensional probability current is
At a finite jump of the potential, both and are continuous. A jump in would create a delta derivative in the stationary Schrödinger equation, and integrating that equation across an increasingly small interval then shows continuity of . Accordingly impose continuity of both quantities at zero and at .
For an incident wave of positive energy, define . With no wave incident from the right, the left region has
The interference terms cancel from the imaginary part in the current formula. If , let . In the right region,
For , let . Boundedness at positive infinity excludes the growing exponential, so
The decaying solution has zero current even if its amplitude is nonzero. These exterior forms do not require to lie on a particular side of : in the finite middle layer the solution is oscillatory for , exponential for , and linear at ; matching determines the amplitudes.
Define the reflection coefficient as reflected current magnitude divided by incident current, and the transmission coefficient as outward right current divided by incident current. Then
The denominator is . For a real potential, differentiation gives
by the stationary Schrödinger equation. Continuity at each interface preserves this conserved current, so . Dividing by incident current yields
There can be penetration into the barrier without transmission to infinity, because the entire right half-line remains classically forbidden.
Translation invariance of the stationary surface statistics implies that a single incident tangential wavenumber retains that wavenumber in its coherent mean. Hence, away from the surface, write
The unknown effective reflection coefficient is referenced to the mean plane . It may be the rigid or pressure-release coefficient just derived, or a more general rough-boundary response. Lossless microscopic reflection does not require : diffuse scattering removes power from the coherent specular field.
For the added planar upper interface, keep the same tangential wavenumber . Let on its outgoing sheet. The normal acoustic impedances in the layer and upper medium are
Continuity of pressure and normal velocity gives the reflection coefficient for upward incidence from the layer and transmission coefficient for downward incidence from above:
If a separate impedance sheet rather than an ordinary fluid interface is intended, its specified effective impedance replaces the upper termination; a sheet impedance has not otherwise been given. These formulas correspond to the stated two-fluid interface.
Let the upper incident pressure amplitude at be . If and denote downward and upward layer amplitudes at that plane, their interface and lower-reflection relations are
Solving, or summing the geometric series of repeated round trips, gives the coherent acoustic layer above a rough reflector:
The expression describes the field at heights where the common homogeneous layer exists; perturbative mean fields near the moving rough boundary need their physical trace evaluated separately. For an upper incident wave normalized as , set . With a matched upper medium, and , the formula reduces to the single lower-reflection field. Zeros of the denominator give ideal layer resonances, interpreted with outgoing continuation or small loss.
This is a coherent specular description: a single effective closes the downward/upward mean amplitudes. Diffuse paths reflected back from the upper interface can modify the mean response; they must either be neglected in this approximation or included in the effective lower reflection coefficient for the actual layered environment. Without a full roughness spectrum and boundary type, a unique numerical mean field cannot be specified beyond this general coefficient form.
Put and . Integrating the Schrödinger equation across the delta potential gives continuity of and
For incidence from the left, write on and on . Matching gives and , hence
The incident and transmitted probability currents have the same velocity factor, so the reflection coefficient and transmission coefficient are
For , an even bound state has , . The derivative jump now gives , so and
There is exactly one positive value of , hence exactly one even bound state. Its normalized amplitude is . An odd decaying solution would have to vanish at zero and is therefore trivial.
In the shrinking finite square well, its integrated potential is , not : the full width is . With fixed and , . The matching condition then bounds by , so remains bounded. Consequently , and the previous matching condition gives
Using recovers the same bound-state energy. All other even levels disappear as the width shrinks.
With no incoming wave, both fluids obey the outgoing acoustic square-root branch. Their surface pressure amplitudes are
Substitution in the sheet's force balance yields the dispersion relation for an acoustic membrane wave:
The equivalent denominator is useful away from the branch points . For real guided modes with , this is the familiar added mass of an evanescent fluid layer form
The normal fields decay away from the sheet; continued by analytic continuation roots may describe radiating or leaky modes.
On , , so the impedance from the preceding solution is
Thus the divergence of the reflection coefficient corresponds to a reflection pole of a fluid-loaded membrane. The prescribed incoming amplitude is zero, but a homogeneous fluid-sheet mode can have nonzero amplitude. This is a resonance or guided-mode pole of the analytic scattering problem, not arbitrarily large passive reflection at a real propagating angle. In particular, an undamped guided mode has an evanescent normal field and therefore a complex incidence angle in the plane-wave continuation. For real propagating incidence, and the finite-mass, finite-tension sheet has a purely imaginary structural impedance, so its passive reflection remains bounded.
Take positive in the off-ice wind direction, from the compact pack towards the open sea. The wind initially separates the outer ice floes, creating irregular polynyas. A larger opening gives more open-water fetch, so stronger short wind waves develop before reaching its downwind edge. Their reflection supplies a positive force on the downwind ice floes; these catch their neighbours and compact into an ice-edge band. Incoming longer swell exerts force in the opposite direction. The short waves can exert substantial force despite their smaller amplitude because a small ice floe reflects them much more effectively than it reflects the long swell.
The surface-gravity-wave energy of the short waves grows with fetch in the windward polynya, then decays rapidly across the band. Swell enters from the seaward side and usually attenuates more slowly. This gives inward forcing from the two sides: short-wave forcing is largest at the windward face and swell forcing is largest at the seaward face. In the next open polynya, short wind waves regrow from the weak transmitted component. Reflected waves also enhance energy locally on the incident side, with interference that is omitted from a smooth, phase-averaged sketch.
Figure 1.
Schematic short-wave and swell energy in an ice band and the polynyas on either side
. Details.
Each plotted component is normalized by its own incident energy; the curves do not assert equal absolute wind-wave and swell energies. The band is partially transmitting. For a perfectly opaque reflector, the transmitted component would instead vanish.
The initial bands have unequal floe inventories, widths and forcing. Differential drift and collisions merge some into composite bands. Larger bands tend to shield smaller downstream accumulations from the short-wave forcing needed to keep them separate, while sufficiently wide intervening polynyas can generate fresh wind waves and maintain separation. Finite available ice, available wave fetch, the opposing swell, wind strength and duration, floe size and thickness, and subsequent mergers limit the number of persistent bands. The wave-force formula alone does not select a universal count. This mechanism and its merger interpretation are supported by the original ice-band study.
There is a normalization issue in the requested stress calculation. Let be standard linear surface-gravity-wave energy for crest amplitude . The deep-water wave radiation stress is . Hence standard momentum balance gives
For lossless reflection with amplitude reflection coefficient , and , so .
In the usual independent-floe, weak-reflection approximation, there are about effective layers per unit distance. Each removes a fraction of the forward energy, giving
This yields the intended wave-driven ice-band compaction:
The attenuation approximation retains the leading term in ; an independent discrete-layer model instead gives an energy coefficient . Neither coefficient follows from the single-object force formula without this additional scattering closure.
For ordinary crest amplitudes, the force printed in the paper is . With that printed normalization and the same attenuation law, its derivative is four times the requested stress. More generally, if , the printed lossless force gives . Recovering the stated stress from it requires instead, a different unspecified attenuation convention. The supplied force and stress cannot both be derived from standard amplitudes and the usual floe-layer attenuation law. Restoring the factor in the force gives a consistent intended model.
Using the printed force for the numerical question, perfect reflection gives , , and therefore
Using the requested stress formula for partial reflection gives
For comparison, the consistently normalized perfect-reflection force is , and the printed force with standard attenuation would give for the partial-reflection derivative. The approximate stress is a force per horizontal area, not a direct measure of the three-dimensional ice-skeleton stress.
The inward force gradient helps maintain a coherent, close-packed band, especially near the incident-wave faces. It is modest enough that wind, current, swell changes or mergers can disrupt the arrangement; it does not guarantee permanent mechanical stability. Perfect reflection estimates a bounding force, whereas the much smaller partial-reflection stress varies as . No mechanical-strength law is supplied, so stability can be assessed only qualitatively.
For a finite potential energy discontinuity, the stationary state and its first derivative are continuous at . Integrating the Time-independent Schrödinger equation across a shrinking interval about gives continuity of ; a jump in would produce a distributional derivative incompatible with a finite potential energy.
For , put , and use unit incident amplitude:
There is no wave incident from the right. The matching equations , give and . Comparing reflected and incident probability currents gives the reflection coefficient
The transmitted fraction is , so .
For , write and retain only the decaying right-hand solution . Matching gives , which has modulus one. The evanescent wave carries no transmitted probability current. At , the bounded right-hand solution is constant and matching again gives . Thus
Classically, a particle is wholly transmitted for and wholly reflected for ; there is no classical partial reflection above the step. At the threshold it has zero right-hand speed and no transmitted flux, a marginal case requiring a convention about motion exactly on the discontinuity. The quantum result approaches as .
Linearized mass conservation, momentum balance and the isentropic pressure-density relation are , , and . Differentiate mass conservation in time and take the divergence of momentum balance to eliminate velocity. This gives the acoustic pressure wave equation
For the convention , momentum balance gives the complex velocity amplitude , with . Thus the incident velocity field is in the lower gas.
Let , , , and with nonnegative real or imaginary part. This chooses an outgoing propagating wave or an evanescent wave decaying as . Conservation of tangential wavevector is the acoustic Snell law for elastic and acoustic waves. Write the complex pressures as
Inviscid kinematic matching requires equal normal velocities at the plate, not equal tangential velocities:
Define the normal acoustic impedance ratio , so . For a propagating transmitted wave this is . The dynamic condition gives
which is exactly the printed dimensionless parameter. Solving yields the pressure reflection coefficient and transmission coefficient
At use the preceding velocity equations, or take their limit, rather than substituting an infinite . For real , the reflected energy fraction is , the transmitted fraction is , and these sum to one. An evanescent transmitted wave carries no mean normal energy flux.
When the gases match, , so and . For a nongrazing incident wave of nonzero frequency, perfect transmission means , equivalent to
The plate's inertial and bending terms cancel: the incident frequency and tangential wavevector coincide with its free flexural wave dispersion relation. Then , including its phase. With positive , this condition is possible only at angles and frequencies satisfying that relation; for normal incidence at nonzero frequency it cannot occur unless the mass is zero.
Normalize the solution by its incoming amplitude at . The transmission coefficient and reflection coefficient are
For two solutions of the same equation in Sturm-Liouville form, the modified Wronskian
is independent of . Take and . At this gives , while at it gives
Therefore , and division by yields conservation of scattering flux: