Solutions to all three questions of the University of Oxford Part A fluids and waves paper, sat on 16 June 2023. Source: original released PDF, bundle pages 242–245; paper pages 1–4. Question statements are omitted. Throughout, the liquid has constant positive mass density ; a nonzero doublet and positive bending stiffness are understood in the corresponding questions.
An irrotational flow has . Hence a velocity potential exists locally, and globally on a simply connected domain, with . The exterior of a sphere in three dimensions has this property. Constant mass density reduces the continuity equation to , so
Thus the velocity potential is a harmonic function. For the Euler equations, use the vorticity cross-product identity
The last term vanishes. Since , the Euler momentum equation becomes
On each connected fluid region, a function with zero gradient is spatially constant. Therefore the Unsteady Bernoulli equation is
The freedom to add a function of time to the velocity potential changes but leaves the velocity field unchanged. On a multiply connected region, zero vorticity alone guarantees only local potentials; a global single-valued velocity potential additionally requires zero circulation around every closed path.
Use the spherical symmetry of the expansion, with fluid at rest at infinity and no superposed imposed flow. The radial Laplace equation gives
The moving sphere is a material boundary: its kinematic boundary condition is . Consequently , and the spherically symmetric incompressible radial flow has
Equivalently, its volumetric flow rate through any concentric sphere is , the rate of change of the enclosed volume.
Put . The partial derivative in the Unsteady Bernoulli equation is taken at fixed spatial position, so
At infinity the velocity vanishes and , giving . Substitution cancels the arbitrary and yields the pressure field of a pulsating sphere:
The distinction between at fixed and the material derivative along the moving boundary is essential here.
With zero internal pressure and negligible surface tension, pressure continuity sets the liquid-side boundary value to . Evaluating the pressure field of a pulsating sphere there gives
Thus the Rayleigh equation for an inviscid spherical bubble, together with its initial conditions, is
For , initially , so the physically relevant branch describes Rayleigh collapse of a spherical cavity.
Write . Multiplying the radius ordinary differential equation by gives an exact derivative:
The initial conditions therefore give the first integral
Choose the negative square root because the cavity starts accelerating inward. It cannot turn around while , since the squared speed is then strictly positive. Separating variables, with , proves the collapse time of a spherical cavity is
Hence
The improper integral is finite: its integrand behaves as near zero and as near one. The divergent inward speed as signals a singular endpoint of this ideal incompressible flow model; the finite collapse time follows within that model.
Use for the complex potential of a two-dimensional potential flow, so . The Milne-Thomson circle theorem says that if is an incident complex potential of a two-dimensional potential flow whose singularities lie outside , then
makes a streamline. Indeed, on that circle , so is real and the stream function is constant. This imposes the no-penetration boundary condition.
For the two-dimensional potential doublet, put and , where is real. The theorem gives
Up to an additive constant, this is equivalently
The method of images has placed the image two-dimensional potential doublet at , inside the obstacle. We use the solution with zero added circulation and no imposed far-field flow; the original doublet is the only singularity in the liquid.
The complex potential of a two-dimensional potential flow gives
At a stagnation point, . For , taking the two square-root alternatives gives
Therefore
The denominators are nonzero because . Moreover
so both stagnation points satisfy . They are distinct: equality would require . Neither is a singularity of . Conversely, the numerator of is a quadratic polynomial with nonzero leading coefficient, so these are all its finite zeros. Thus there are exactly two boundary stagnation points and none in the open fluid region. If , the flow instead vanishes everywhere, which is the degenerate exception to the assertion.
For , the Blasius force theorem states that the force per unit length exerted by a steady incompressible flow and irrotational flow on an impermeable body is
where runs counterclockwise around the body and excludes external flow singularities. The sign corresponds to the force on the body.
Let and . The complex velocity may be written
Only the image point lies inside the circular contour. The term has zero residue; is regular there. In the cross term, the linear term of the Taylor expansion of supplies
The orientation factors have canceled. The residue theorem now gives
Since , : the obstacle is pulled toward the doublet, independently of . This is a force per unit length perpendicular to the plane of flow.
Keep the prescribed orientation and strength fixed, and now let the doublet position be complex. The Milne-Thomson circle theorem applies instantaneously with
When taking its spatial derivative, is a parameter. Removing the doublet's own singular term leaves the regular complex velocity at its position:
Because , the stipulated image-induced motion of a planar doublet obeys , not itself. Hence
Its direction is constant. Indeed is constant and, since is real, equals . Writing in polar coordinates gives the path equation
where the quotient is used when and the branch through with is selected. It is the straight line through parallel to . An unambiguous parametrization, also covering the degenerate polar cases, is
If , the path is radial along the positive real axis, with and changing ; it cannot be represented as a single-valued . The sign of selects which direction along the line is followed. These paths apply only while the singularity remains outside the obstacle; the model prescribes no orientation evolution.
For a plane wave with amplitude , wavenumber and angular frequency , the dispersion relation specifies which frequencies the governing equations permit. A point of fixed wave phase obeys , so the phase speed is
It is the speed of individual crests. For a narrow wave packet, two nearby plane waves with differences and have a slowly varying wave envelope depending on . Taking the limit gives the group velocity
This is the envelope's propagation speed and, in the present linear lossless wave model, the energy transport speed for a narrow packet.
A dispersive wave has phase speed dependent on wavenumber, so different components can change their relative phases and alter the packet's shape. A nondispersive wave on the chosen propagation branch has constant phase speed over the relevant band:
Indeed , so equality throughout a band is equivalent to constant phase speed there. Equality at an isolated wavenumber does not make the entire wave family nondispersive.
The irrotational flow has a velocity potential with . The incompressible flow satisfies , hence the interior Laplace equation is
The ice supplies a boundary load through its bending stiffness; it does not alter this interior consequence of mass conservation.
At the rigid bed, the no-penetration boundary condition gives
The displaced surface is material, so taking the material derivative of gives the exact kinematic boundary condition for a free-surface graph:
With upward vertical coordinate , the gravitational potential per unit mass is . The Unsteady Bernoulli equation, evaluated on the surface with the prescribed pressure , gives
Here the spatially uniform time-dependent Bernoulli term has been absorbed into the velocity potential. The pressure is measured relative to the constant exterior pressure. This dynamic boundary condition uses the specified massless bending-cover model, with no ice inertia or tension.
Linearize about the resting state , . Introduce a dimensionless small parameter and write
holding the depth, bending stiffness and variation scales fixed. Thus both boundary displacement and induced velocity are small. For any first-order derivative , a Taylor expansion at the moving surface gives
The displacement correction to the leading field is , so evaluating it on changes it only at second order. Also and . The first-order kinematic boundary condition and dynamic boundary condition are therefore
Dropping the subscript, the linearized boundary condition pair is
The fixed-bed condition remains . The source's shorthand requires a length scale: for the subsequent plane wave, small surface slope and displacement small compared with depth are sufficient conditions. Small height alone, with arbitrarily rapid spatial variation or a finite background disturbance, does not justify discarding the products.
Let , with . The surface elevation is , so . Use separation of variables in the interior Laplace equation:
The term is excluded by the bed no-penetration boundary condition. The linear surface kinematic boundary condition determines
An irrelevant additive constant is omitted. At ,
The linear dynamic boundary condition then reduces to
Consequently the dispersion relation of a floating elastic plate with zero plate inertia is
The negative-frequency branch gives propagation in the opposite direction. For signed wavenumber, replace by in the squared-frequency formula. Setting recovers the finite-depth surface gravity wave relation, a useful sign check.
In the deep-water limit , . Put . The squared phase speed of the flexural-gravity wave is then
It diverges as and as in this limiting model. Its unique stationary point satisfies
The second derivative is positive. Using gives the minimum phase speed of a flexural-gravity wave:
This is the deep-water minimum: applying it to a finite depth requires . Otherwise the factor must be retained in the minimization. Within the deep-water approximation, phase speed and group velocity coincide at , although the wave family remains dispersive.
Define the dimensionless parameter
The stipulated hierarchy implies both and
Thus the finite-depth correction uses , while the restoring effect of bending stiffness is small compared with gravity. The dispersion relation becomes
Hence, to leading order, these surface gravity waves are nondispersive waves with
For clarity, the first corrections to the phase speed are
They exhibit the weak residual wave dispersion at finite wavenumber. The claimed nondispersive behavior is the asymptotic leading-order result, not exact equality for the complete relation.

Articles by others on the same topic (0)

There are currently no matching articles.