Eigenfunction Matching for a Semi-Infinite Dock
Contents |
Introduction
This is one of the simplest problem in eigenfunction matching. It also is an easy problem to understand the Wiener-Hopf and Residue Calculus. The problems consists of a region to the left with a free surface and a region to the right with a rigid surface through which not flow is possible. We begin with the simply problem when the waves are normally incident (so that the problem is truly two-dimensional. We then consider the case when the waves are incident at an angle. For the later we give the equations in slightly less detail. The case of a Finite Dock is treated very similarly. The problem can also be generalised to a Submerged Semi-Infinite Dock
Governing Equations
We begin with the Frequency Domain Problem for a dock which occupies
the region
(we assume
time dependence).
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
. 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
Separation of Variables for a Dock
The separation of variables equation for a floating dock
subject to the boundary conditions
and
The solution is
,
and
We note that
where
Inner product between free surface and dock modes
where

Expansion of the potential
We need to apply some boundary conditions at plus and minus infinity, where are essentially the the solution cannot grow. This means that we only have the positive (or negative) roots of the dispersion equation. However, it does not help us with the purely imaginary root. Here we must use a different condition, essentially identifying one solution as the incoming wave and the other as the outgoing wave.
Therefore the scattered potential (without the incident wave, which will be added later) can be expanded as
and
where
and
are the coefficients of the potential in the open water and
the dock covered region respectively.
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.
An infinite dimensional system of equations
The potential and its derivative must be continuous across the
transition from open water to the plate covered region. Therefore, the
potentials and their derivatives at
have to be equal.
We obtain
and
for each
.
We solve these equations by multiplying both equations by
and integrating from
to
to obtain:
and
If we mutiply equation (3) by
and subtract equation (4)
we obtain
This equation gives the required equations to solve for the coefficients of the water velocity potential in the dock covered region.
Numerical Solution
To solve the system of equations (3) and (5), we set the upper limit of
to
be
. This resulting system can be expressed in the block matrix form below,
We then simply need to solve the linear system of equations.
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
and
and these are solved exactly as before.
Matlab Code
A program to calculate the coefficients for the semi-infinite dock problems can be found here semiinfinite_dock.m
Additional code
This program requires