Author:
MILES J. W.,CHAMBERLAIN P. G.
Abstract
A systematic hierarchy of partial differential equations for linear
gravity waves in water
of variable depth is developed through the expansion of the average Lagrangian
in
powers of [mid ]∇[mid ] (h=depth, ∇h=slope).
The first and second members of this
hierarchy, the Helmholtz and conventional mild-slope equations, are second
order.
The third member is fourth order but may be approximated by Chamberlain
& Porter's
(1995) ‘modified mild-slope’ equation, which is second order
and comprises terms in
∇2h and (∇h)2
that are absent from the mild-slope equation. Approximate solutions of
the mild-slope and modified mild-slope equations for topographical scattering
are
determined through an iterative sequence, starting from a geometrical-optics
approximation (which neglects reflection), then a quasi-geometrical-optics
approximation, and on to higher-order results. The resulting reflection
coefficient for a ramp
of uniform slope is compared with the results of numerical integrations
of each of the
mild-slope equation (Booij 1983), the modified mild-slope equation (Porter
& Staziker
1995), and the full linear equations (Booij 1983). Also considered is a
sequence of
sinusoidal sandbars, for which Bragg resonance may yield rather strong
reflection and
for which the modified mild-slope approximation is in close agreement with
Mei's
(1985) asymptotic approximation.
Publisher
Cambridge University Press (CUP)
Subject
Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics
Cited by
38 articles.
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