For an irrotational flow, write . The incompressible flow condition then gives the Laplace equation
At leading order in a small disturbance this equation holds on . Including gravity, the Unsteady Bernoulli equation is
Choose the time-dependent additive freedom in the velocity potential so that . Neglecting surface tension, pressure continuity at the free surface gives the exact dynamic condition
The free surface is a material boundary: applying the material derivative to yields the kinematic boundary condition for a free-surface graph
For a small disturbance, the Taylor expansion from to changes the first-order velocity potential and its partial derivatives only at second order. Both and are also second-order terms. The linearized free-surface boundary conditions are therefore
The fixed bed has the no-penetration boundary condition
The required approximation is small surface elevation, small wave steepness, and small velocity perturbations. The stated alone does not ensure this approximation near resonance.
Seek the travelling forced component of the surface elevation in the form , where and is a signed coefficient. The forcing has wavenumber one. Separation of variables in the Laplace equation, followed by the bed no-penetration boundary condition, gives
Since , the surface kinematic boundary condition requires , so
At , . The dynamic member of the linearized free-surface boundary conditions therefore becomes
Consequently the signed response and the nonnegative amplitude are
The travelling-pressure response of finite-depth surface gravity waves is opposite in phase to the imposed pressure below the resonant speed and in phase above it. These expressions describe the travelling forced component; freely propagating surface gravity waves can be superposed to meet additional initial conditions.
The denominator of the travelling response vanishes at
For the positive speeds in the paper, a finite travelling response exists whenever . At , the dynamic condition would reduce to , which is impossible. The finite-depth dispersion relation of a surface gravity wave with wavenumber is . At , its phase speed equals : the moving pressure pattern drives a natural surface gravity wave at its own speed, producing resonance.
The restriction concerns a bounded travelling response. To distinguish this from existence of a solution of an initial value problem, set , , and . If
the linearized free-surface boundary conditions reduce to the forced harmonic oscillator
For example, if the forcing is switched on at from a flat surface with zero initial velocity, then, for ,
This satisfies and contains both free oscillations and the forced component. At a solution of the initial value problem still exists, but its particular solution contains
which grows linearly with time. Thus the ideal inviscid flow model predicts resonant growth rather than a finite constant amplitude. Additional free oscillations can set the initial conditions but cannot remove that secular growth.
For , the nonnegative amplitude is
Its first two derivatives are positive in this interval:
The graph is increasing and convex, starts with a horizontal tangent at the limiting value , and has a vertical asymptote at . Therefore the hydrostatic lower bound for a travelling-pressure response is
Because the paper assumes , this is an infimum, approached as , rather than an attained minimum. If the stationary limit is admitted, equality holds: the hydrostatic equilibrium condition is . Near resonance,
The divergence describes the linear model; sufficiently close to the small-disturbance assumptions fail. The lower bound and sketch refer to the travelling forced component, since adding free oscillations can change the instantaneous surface elevation.
Figure 1.
Subcritical travelling-wave amplitude rises from its hydrostatic lower bound and diverges at resonance
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