Resonant response of harbours: an equivalent-circuit analysis

John W. Miles

Journal of Fluid Mechanics · 1971 · 100 citations · 9 references

Concepts

TL;DR

Harbour surface‑wave response to incident waves is modeled using shallow‑water theory and an equivalent electrical circuit where mouth displacement acts as input voltage and flow as input current. The model employs a circuit with radiation impedance Z_M and harbour impedance Z_H composed of parallel LC chains representing natural modes plus a dominant Helmholtz capacitor; variational approximations, a four‑terminal canal network, and applications to various harbour geometries are included. The circuit predicts parallel resonances at harbour natural frequencies and series resonances approaching them, with the Helmholtz mode dominating; narrowing the mouth or lengthening the canal leaves the mean broadband response unchanged except for a heightened Helmholtz response that can dominate tsunami effects.

Abstract

The surface-wave response of a harbour to a prescribed, incident wave is calculated on the hypotheses of shallow-water theory, an ideal fluid, and a narrow mouth, M. An equivalent electrical circuit is constructed, in which the incidentwave displacement in M appears as the input voltage and the flow through M appears as the input current. This circuit contains a radiation impedance, Z M , which comprises resistive and inductive terms, and a harbour impedance, Z H , which comprises an infinite sequence of parallel combinations of inductance and capacitance that bear a one-to-one correspondence with the natural modes of the closed harbour, together with a single capacitor, which corresponds to the degenerate mode of uniform displacement and dominates the response of the harbour as a Helmholtz resonator. Variational approximations to Z H and Z M are developed. The equivalent circuit exhibits parallel resonance at the resonant frequencies of the closed harbour, ω n , and series resonance at a second set of frequencies, $\tilde{\omega}_n $ , where $\tilde{\omega}_n\downarrow \omega_n > 0 $ and $\tilde{\omega}_0\downarrow 0 $ as M → 0; $\tilde{\omega}_0 $ corresponds to the Helmholtz mode. A narrow canal between the coastline and the harbour is represented by a four-terminal network between Z M and Z H . It is shown that narrowing the harbour mouth and/or increasing the length of the canal does not affect the mean response of the harbour to a broad-band, random input except in the Helmholtz mode, but that it does increase significantly the response in that mode, which may dominate tsunami response. The general results are applied to circular and rectangular harbours. The numerical calculation of Z H for an arbitrarily shaped harbour is discussed.

References

9