For a tank with side lengths , depth , impermeable walls and negligible surface tension, the small-amplitude surface gravity wave normal modes have horizontal factors and . The velocity potential has vertical factor , satisfying the bottom Neumann boundary condition. Combining the linearized free-surface boundary conditions gives . The uniform surface elevation is excluded when the total water volume is fixed. Taking one horizontal index zero gives the two-dimensional tank modes.
For , the shallow-water approximation gives ; for , the deep-water gravity wave relation follows. An oscillating-wall forcing of a rectangular tank couples to these same normal modes and becomes resonant at their natural frequencies.
For a tank , , let the left wall move by with small amplitude, while the right wall and bottom remain fixed. A periodic velocity potential has . Add the harmonic function
to obtain with homogeneous wall and bottom Neumann boundary conditions. Thus , where . The linearized free-surface boundary conditions give at , with and
Its Fourier cosine coefficients give the title expression for and . In particular for . The denominator vanishes at the corresponding normal modes of surface gravity waves in a rectangular tank, giving resonance. Exact undamped resonance produces secular growth instead of a bounded periodic response. Free transients do not generally decay in this inviscid model.

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