Eigenfunction Matching for a Vertical Fixed Plate
Contents |
Introduction
We consider fixed vertical plate and determine scattering using Category:Symmetry in Two Dimensions
Governing Equations
The water is assumed to have
constant finite depth
and the
-direction points vertically
upward with the water surface at
and the sea floor at
.
We begin with the Frequency Domain Problem for a fixed vertical plate which occupies
the region
and
where
.
We assume
time dependence.
The boundary value problem can therefore be expressed as

We
must also apply the Sommerfeld Radiation Condition
as
. This essentially implies
that the only wave at infinity is propagating away and at negative infinity there is a unit incident wave
and a wave propagating away.
Solution Method
We use separation of variables in the two regions,
and
.
We express the potential as
and then Laplace's equation becomes
Separation of variables for a free surface
We use separation of variables
We express the potential as
and then Laplace's equation becomes
The separation of variables equation for deriving free surface eigenfunctions is as follows:
subject to the boundary conditions
and
We can then use the boundary condition at
to write
where we have chosen the value of the coefficent so we have unit value at
.
The boundary condition at the free surface (
) gives rise to:

which is the Dispersion Relation for a Free Surface
The above equation is not really the dispersion relation for a free surface, it would be better to refer to it as a transcendental equation. If we solve for all roots in the complex plane we find that the first root is a pair of imaginary roots. We denote the imaginary solutions of this equation by
and
the positive real solutions by
,
. The
of the imaginary solution is the wavenumber. We put the imaginary roots back into the equation above and use the hyperbolic relations
to arrive at the dispersion relation
We note that for a specified frequency
the equation determines the wavenumber
.
Finally we define the function
as
as the vertical eigenfunction of the potential in the open water region. From Sturm-Liouville theory the vertical eigenfunctions are orthogonal. They can be normalised to be orthonormal, but this has no advantages for a numerical implementation. It can be shown that
where
Incident potential
To create meaningful solutions of the velocity potential
in the specified domains we add an incident wave term to the expansion for the domain of
above. The incident potential is a wave of amplitude
in displacement travelling in the positive
-direction. We would only see this in the time domain
however, in the frequency domain the incident potential can be written as
The total velocity (scattered) potential now becomes
for the domain of
.
The first term in the expansion of the diffracted potential for the domain
is given by
which represents the reflected wave.
In any scattering problem
where
and
are the reflection and transmission coefficients respectively. In our case of the semi-infinite dock
and
as there are no transmitted waves in the region under the dock.
Expansion of the Potential
Therefore the potential can be expanded as
and
Solution using Symmetry
The problem is symmetric about the line
and this allows us to solve the problem
using symmetry.
We decompose the solution into a symmetric and an anti-symmetric part as is described in
Symmetry in Two Dimensions
Symmetric solution
The symmetric potential can be expanded as
The boundary condition is that
on
.
The problem reduces to Waves reflecting off a vertical wall.
Anti-symmetric solution
The anti-symmetric potential can be expanded as
For the anti-symmetric solution the potential satisfies
on
and
. We impose this condition by
integrating the following
Therefore we have a system of equations of the form
where
and
Solution to the original problem
We can now reconstruct the potential for the finite dock from the two previous symmetric and anti-symmetric solution as explained in Symmetry in Two Dimensions. The amplitude in the left open-water region is simply obtained by the superposition principle
and in the right open water region is just
Therefore the scattered potential (without the incident wave, which will be added later) can be expanded as
and
Solution with Waves Incident at an Angle
We can consider the problem when the waves are incident at an angle
.
When a wave in incident at an angle
we have the wavenumber in the
direction is
where
is as defined previously (note that
is imaginary).
This means that the potential is now of the form
so that when we separate variables we obtain
where
is the separation constant calculated without an incident angle.
Therefore the potential can be expanded as
and
where
and
where we always take the positive real root or the root with positive imaginary part.
The equations are derived almost identically to those above and we obtain
Matlab Code
A program to calculate the coefficients for the vertical fixed plate can be found here vertical_fixed_plate.m (note the solution uses symmetry but presents the full solution)
Additional code
This program requires