Kagemoto and Yue Interaction Theory: Difference between revisions

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This is an interaction theory which provides the exact solution (i.e. it is not based on a [[Wide Spacing Approximation]]).
This is an interaction theory which provides the exact solution (i.e. it is not based on a [[Wide Spacing Approximation]]).
The theory uses the [[Cylindrical Eigenfunction Expansion]] and [[Graf's Addition Theorem]] to represent the potential in local coordinates. The incident and scattered potential of each body are then related by the associated [[Diffraction Transfer Matrix]].
The theory uses the [[Cylindrical Eigenfunction Expansion]] and [[Graf's Addition Theorem]] to represent the potential in local coordinates. The incident and scattered potential of each body are then related by the associated [[Diffraction Transfer Matrix]]. [[Interaction Theory for Cylinders]] presents a simplified version for cylinders.  


The basic idea is as follows: The scattered potential of each body is represented in the [[Cylindrical Eigenfunction Expansion]] associated with the local coordinates centred at the mean centre position of the body. Using [[Graf's Addition Theorem]], the scattered potential of all bodies (given in their local coordinates) can be mapped to an incident potential associated with the coordiates of all other bodies. Doing this, the incident potential of each body (which is given by the ambient incident potential plus the scattered potentials of all other bodies) is given in the [[Cylindrical Eigenfunction Expansion]] associated with its local coordinates. Using the [[Diffraction Transfer Matrix]], which relates the incident and scattered potential of each body in isolation, a system of equations for the coefficients of the scattered potentials of all bodies is obtained.   
The basic idea is as follows: The scattered potential of each body is represented in the [[Cylindrical Eigenfunction Expansion]] associated with the local coordinates centred at the mean centre position of the body. Using [[Graf's Addition Theorem]], the scattered potential of all bodies (given in their local coordinates) can be mapped to an incident potential associated with the coordinates of all other bodies. Doing this, the incident potential of each body (which is given by the ambient incident potential plus the scattered potentials of all other bodies) is given in the [[Cylindrical Eigenfunction Expansion]] associated with its local coordinates. Using the [[Diffraction Transfer Matrix]], which relates the incident and scattered potential of each body in isolation, a system of equations for the coefficients of the scattered potentials of all bodies is obtained.   


The theory is described in [[Kagemoto and Yue 1986]] and in
The theory is described in [[Kagemoto and Yue 1986]] and in
[[Peter and Meylan 2004]].
[[Peter and Meylan 2004]].
 
The derivation of the theory in [[Infinite Depth]] is also presented, see
[[Kagemoto and Yue Interaction Theory for Infinite Depth]].
   
   
[[Category:Linear Water-Wave Theory]]
[[Category:Interaction Theory]]


= Equations of Motion =  
= Equations of Motion =  


We assume
The problem consists of <math>n</math> bodies
the [[Frequency Domain Problem]] with frequency <math>\omega</math>.  
<math>\Delta_j</math> with immersed body
surface <math>\Gamma_j</math>. Each body is subject to
the [[Standard Linear Wave Scattering Problem]] and the particluar
equations of motion for each body (e.g. rigid, or freely floating)
can be different for each body.
It is a [[Frequency Domain Problem]] with frequency <math>\omega</math>.
The solution is exact, up to the
restriction that the escribed cylinder of each body may not contain any
other body.  
To simplify notation, <math>\mathbf{y} = (x,y,z)</math> always denotes a point
To simplify notation, <math>\mathbf{y} = (x,y,z)</math> always denotes a point
in the water, which is assumed to be of [[Finite Depth]] <math>d</math>,
in the water, which is assumed to be of [[Finite Depth]] <math>h</math>,
while <math>\mathbf{x}</math> always denotes a point of the undisturbed water
while <math>\mathbf{x}</math> always denotes a point of the undisturbed water
surface assumed at <math>z=0</math>.  
surface assumed at <math>z=0</math>.  


Writing <math>\alpha = \omega^2/g</math> where <math>g</math> is the acceleration due to
{{standard linear wave scattering equations}}
gravity, the potential <math>\phi</math> has to
 
satisfy the standard boundary-value problem
The [[Sommerfeld Radiation Condition]] is also imposed.
<center><math>
\nabla^2 \phi = 0, \;  \mathbf{y} \in D
</math></center>
<center><math> 
\frac{\partial \phi}{\partial z} = \alpha \phi, \;
{\mathbf{x}} \in \Gamma^\mathrm{f},
</math></center>
<center><math>
\frac{\partial \phi}{\partial z} = 0, \;  \mathbf{y} \in D, \ z=-d,
</math></center>
where <math>D</math> is the
is the domain occupied by the water and
<math>\Gamma^\mathrm{f}</math> is the free water surface. At the immersed body
surface <math>\Gamma_j</math> of <math>\Delta_j</math>, the water velocity potential has to
equal the normal velocity of the body <math>\mathbf{v}_j</math>,
<center><math>
\frac{\partial \phi}{\partial n} = \mathbf{v}_j, \;  {\mathbf{y}}
\in \Gamma_j.
</math></center>
Moreover, the [[Sommerfeld Radiation Condition]] is imposed  
<center><math>
\lim_{\tilde{r} \rightarrow \infty} \sqrt{\tilde{r}} \, \Big(
\frac{\partial}{\partial \tilde{r}} - \mathrm{i}k
\Big) (\phi - \phi^{\mathrm{In}}) = 0,
</math></center>
where <math>\tilde{r}^2=x^2+y^2</math>, <math>k</math> is the wavenumber and
<math>\phi^\mathrm{In}</math> is the ambient incident potential. The
positive wavenumber <math>k</math>
is related to <math>\alpha</math> by the [[Dispersion Relation for a Free Surface]]
<center><math> (eq_k)
\alpha = k \tanh k d,
</math></center>
and the values of <math>k_m</math>, <math>m>0</math>, are given as positive real roots of
the dispersion relation
<center><math> (eq_km)
\alpha + k_m \tan k_m d = 0.
</math></center>
For ease of notation, we write <math>k_0 = -\mathrm{i}k</math>. Note that <math>k_0</math> is a
(purely imaginary) root of  (eq_k_m).


=Eigenfunction expansion of the potential=
=Eigenfunction expansion of the potential=


Each body is subject to an incident potential and moves in response to this
incident potential to produce a scattered potential. Each of these is
expanded using the [[Cylindrical Eigenfunction Expansion]]
The scattered potential of a body
The scattered potential of a body
<math>\Delta_j</math> can be expanded in singular cylindrical eigenfunctions,
<math>\Delta_j</math> can be expressed as
<center><math> (basisrep_out_d)
<center><math>  
\phi_j^\mathrm{S} (r_j,\theta_j,z) =  
\phi_j^\mathrm{S} (r_j,\theta_j,z) =  
\sum_{m=0}^{\infty} f_m(z) \sum_{\mu = -
\sum_{m=0}^{\infty} f_m(z) \sum_{\mu = -
\infty}^{\infty} A_{m \mu}^j K_\mu (k_m r_j) \mathrm{e}^{\mathrm{i}\mu \theta_j},
\infty}^{\infty} A_{m \mu}^j K_\mu (k_m r_j) \mathrm{e}^{\mathrm{i}\mu \theta_j},
</math></center>
</math></center>
with discrete coefficients <math>A_{m \mu}^j</math>, where
with discrete coefficients <math>A_{m \mu}^j</math>, where <math>(r_j,\theta_j,z)</math>
are cylindrical polar coordinates centered at each body
<center><math>
<center><math>
f_m(z) = \frac{\cos k_m (z+d)}{\cos k_m d}.
f_m(z) = \frac{\cos k_m (z+h)}{\cos k_m h}.
</math></center>
</math></center>
where <math>k_m</math> are found from <math>\alpha</math> by the [[Dispersion Relation for a Free Surface]]
<center><math>
\alpha + k_m \tan k_m h = 0\,.
</math></center>
where <math>k_0</math> is the
imaginary root with negative imaginary part
and <math>k_m</math>, <math>m>0</math>, are given the positive real roots ordered
with increasing size.
The incident potential upon body <math>\Delta_j</math> can be also be expanded in
The incident potential upon body <math>\Delta_j</math> can be also be expanded in
regular cylindrical eigenfunctions,  
regular cylindrical eigenfunctions,  
<center><math> (basisrep_in_d)
<center><math>  
\phi_j^\mathrm{I} (r_j,\theta_j,z) = \sum_{n=0}^{\infty} f_n(z)
\phi_j^\mathrm{I} (r_j,\theta_j,z) = \sum_{n=0}^{\infty} f_n(z)
\sum_{\nu = - \infty}^{\infty} D_{n\nu}^j I_\nu (k_n r_j) \mathrm{e}^{\mathrm{i}\nu \theta_j},
\sum_{\nu = - \infty}^{\infty} D_{n\nu}^j I_\nu (k_n r_j) \mathrm{e}^{\mathrm{i}\nu \theta_j},
</math></center>
</math></center>
with discrete coefficients <math>D_{n\nu}^j</math>. In these expansions, <math>I_\nu</math>
with discrete coefficients <math>D_{n\nu}^j</math>. In these expansions, <math>I_\nu</math>
and <math>K_\nu</math> denote the modified Bessel functions of the first and
and <math>K_\nu</math> denote the modified [http://en.wikipedia.org/wiki/Bessel_function : Bessel functions]
second kind, respectively, both of order <math>\nu</math>.
of the first and second kind, respectively, both of order <math>\nu</math>.
Note that in (basisrep_out_d) (and  (basisrep_in_d)) the term for <math>m =0<math> (
<math>n=0</math>) corresponds to the propagating modes while the
terms for <math>m\geq 1</math> (<math>n\geq 1</math>) correspond to the evanescent modes. For
future reference, we remark that, for real <math>x</math>,
<center><math> (H_K)
K_\nu (-\mathrm{i}x) = \frac{\pi i^{\nu+1}}{2} H_\nu^{(1)}(x) \quad
=and=  \quad
I_\nu (-\mathrm{i}x) = i^{-\nu} J_\nu(x)
</math></center>
with <math>H_\nu^{(1)}</math> and <math>J_\nu</math> denoting the Hankel function and the
Bessel function, respectively, both of first kind and order <math>\nu</math>.
 
= Representation of the ambient wavefield in the eigenfunction representation =


In Cartesian coordinates centred at the origin, the ambient wavefield is
Note that the term for <math>m =0</math> or
given by
<math>n=0</math> corresponds to the propagating modes while the  
<center><math>
terms for <math>m\geq 1</math> (<math>n\geq 1</math>) correspond to the evanescent modes.
\phi^{\mathrm{In}}(x,y,z) = \frac{A g}{\omega}
 
f_0(z) \mathrm{e}^{\mathrm{i}k (x \cos \chi + y \sin \chi)},
</math></center>
where <math>A</math> is the amplitude (in displacement) and <math>\chi</math> is the
angle between the <math>x</math>-axis and the direction in which the wavefield
travels (also cf.~figure (fig:floes)).
This expression can be written in the eigenfunction expansion
centred at the origin as
<center><math>
\phi^{\mathrm{In}}(r,\theta,z) = \frac{A g}{\omega}
 
f_0(z)
\sum_{\nu = -\infty}^{\infty} \mathrm{e}^{\mathrm{i}\nu (\pi/2 - \theta + \chi)} J_\nu(k r)
</math></center>
\cite[p.~169]{linton01}. 
The local coordinates of each body are centred at their mean-centre
positions <math>O_l = (l R,0)</math>.
In order to represent the ambient wavefield, which is
incident upon all bodies, in the eigenfunction expansion of an
incoming wave in the local coordinates of the body, a phase factor has to be
defined,
<center><math> (phase_factor)
P_l = \mathrm{e}^{\mathrm{i}l R k \cos \chi},
</math></center>
which accounts for the position from the origin. Including this phase
factor and
making use of  (H_K), the ambient wavefield at the <math>l</math>th body is given by
<center><math>
\phi^{\mathrm{In}}(r_l,\theta_l,z) = \frac{A g}{\omega}  \, P_l \,
f_0(z) \sum_{\nu = -\infty}^{\infty}
\mathrm{e}^{\mathrm{i}\nu (\pi -  \chi)} I_\nu(k_0 r_l) \mathrm{e}^{\mathrm{i}\nu \theta_l}.
</math></center>
We can therefore define the coefficients of the ambient wavefield in
the eigenfunction expansion of an incident wave,
<center><math>
\tilde{D}^l_{n\nu} =
\begin{cases}
\frac{A g}{\omega}  P_l \mathrm{e}^{\mathrm{i}\nu (\pi - \chi)}, & n=0,\\
0, & n > 0.
\end{cases}
</math></center>
Note that the evanescent coefficients are all zero due to the
propagating nature of the ambient wave.


=Derivation of the system of equations=
=Derivation of the system of equations=


Following the ideas of general interaction theories
A system of equations for the unknown  
\cite[]{kagemoto86,JFM04}, a system of equations for the unknown  
coefficients of the
coefficients (in the expansion  (basisrep_out_d)) of the
scattered wavefields of all bodies is developed. This system of
scattered wavefields of all bodies is developed. This system of
equations is based on transforming the  
equations is based on transforming the  
Line 163: Line 90:
The scattered potential <math>\phi_j^{\mathrm{S}}</math> of body <math>\Delta_j</math> needs to be
The scattered potential <math>\phi_j^{\mathrm{S}}</math> of body <math>\Delta_j</math> needs to be
represented in terms of the incident potential <math>\phi_l^{\mathrm{I}}</math>
represented in terms of the incident potential <math>\phi_l^{\mathrm{I}}</math>
upon <math>\Delta_l</math>, <math>j \neq l</math>. From figure
upon <math>\Delta_l</math>, <math>j \neq l</math>. This can be accomplished by using
(fig:floes) we can see that this can be accomplished by using
[[Graf's Addition Theorem]]
[[Graf's Addition Theorem]]
<center><math> (transf)
K_\tau(k_m r_j) \mathrm{e}^{\mathrm{i}\tau (\theta_j-\varphi_{j-l})} =
\sum_{\nu = - \infty}^{\infty} K_{\tau + \nu} (k_m |j-l|R) \,
I_\nu (k_m r_l) \mathrm{e}^{\mathrm{i}\nu (\pi - \theta_l + \varphi_{j-l})}, \quad j \neq l,
</math></center>
which is valid provided that <math>r_l < R</math>. The angles <math>\varphi_{n}</math>
account for the difference in direction depending if the <math>j</math>th body is
located to the left or to the right of the <math>l</math>th body and are
defined by
<center><math>
<center><math>
\varphi_n =  
K_\tau(k_m r_j) \mathrm{e}^{\mathrm{i}\tau (\theta_j-\varphi_{jl})} =
\begin{cases}
\sum_{\nu = - \infty}^{\infty} K_{\tau + \nu} (k_m R_{jl}) \,
\pi, & n > 0,\\
I_\nu (k_m r_l) \mathrm{e}^{\mathrm{i}\nu (\pi - \theta_l + \varphi_{jl})}, \quad j \neq l,
0, & n < 0.
\end{cases}
</math></center>
</math></center>
The limitation <math>r_l < R</math> only requires that the escribed cylinder of each body
which is valid provided that <math>r_l < R_{jl}</math>. Here, <math>(R_{jl},\varphi_{jl})</math>  are the polar coordinates of the mean centre position of <math>\Delta_{l}</math> in the local coordinates of <math>\Delta_{j}</math>.
 
The limitation <math>r_l < R_{jl}</math> only requires that the escribed cylinder of each body
<math>\Delta_l</math> does not enclose any other origin <math>O_j</math> (<math>j \neq l</math>). However, the
<math>\Delta_l</math> does not enclose any other origin <math>O_j</math> (<math>j \neq l</math>). However, the
expansion of the scattered and incident potential in cylindrical
expansion of the scattered and incident potential in cylindrical
Line 192: Line 109:
other body.  
other body.  


Making use of the eigenfunction expansion as well as equation (transf), the scattered potential
Making use of the eigenfunction expansion as well as [[Graf's Addition Theorem]], the scattered potential
of <math>\Delta_j</math> (cf.~ (basisrep_out_d)) can be expressed in terms of the
of <math>\Delta_j</math> can be expressed in terms of the
incident potential upon <math>\Delta_l</math> as
incident potential upon <math>\Delta_l</math> as
<center><math>\begin{matrix}
<center><math>
\phi_j^{\mathrm{S}} (r_l,\theta_l,z)  
\phi_j^{\mathrm{S}} (r_l,\theta_l,z)  
&= \sum_{m=0}^\infty f_m(z) \sum_{\tau = -
= \sum_{m=0}^\infty f_m(z) \sum_{\tau = -
\infty}^{\infty} A_{m\tau}^j \sum_{\nu = -\infty}^{\infty}
\infty}^{\infty} A_{m\tau}^j \sum_{\nu = -\infty}^{\infty}
(-1)^\nu K_{\tau-\nu} (k_m |j-l| R) I_\nu (k_m r_l) \mathrm{e}^{\mathrm{i}\nu
(-1)^\nu K_{\tau-\nu} (k_m R_{jl}) I_\nu (k_m r_l) \mathrm{e}^{\mathrm{i}\nu
\theta_l} \mathrm{e}^{\mathrm{i}(\tau-\nu) \varphi_{j-l}} \\
\theta_l} \mathrm{e}^{\mathrm{i}(\tau-\nu) \varphi_{jl}}  
&= \sum_{m=0}^\infty f_m(z) \sum_{\nu =
</math></center>
<center><math>
= \sum_{m=0}^\infty f_m(z) \sum_{\nu =
-\infty}^{\infty}  \Big[ \sum_{\tau = - \infty}^{\infty} A_{m\tau}^j
-\infty}^{\infty}  \Big[ \sum_{\tau = - \infty}^{\infty} A_{m\tau}^j
(-1)^\nu K_{\tau-\nu} (k_m |j-l| R) \mathrm{e}^{\mathrm{i}(\tau - \nu)
(-1)^\nu K_{\tau-\nu} (k_m R_{jl}) \mathrm{e}^{\mathrm{i}(\tau - \nu)
\varphi_{j-l}} \Big] I_\nu (k_m r_l) \mathrm{e}^{\mathrm{i}\nu \theta_l}.   
\varphi_{jl}} \Big] I_\nu (k_m r_l) \mathrm{e}^{\mathrm{i}\nu \theta_l}.   
\end{matrix}</math></center>
</math></center>
The ambient incident wavefield <math>\phi^{\mathrm{In}}</math> can also be
The ambient incident wavefield <math>\phi^{\mathrm{In}}</math> can also be
expanded in the eigenfunctions corresponding to the incident wavefield upon
expanded in the eigenfunctions corresponding to the incident wavefield upon
<math>\Delta_l</math>. Let <math>\tilde{D}_{n\nu}^{l}</math> denote the coefficients of this
<math>\Delta_l</math>. Let <math>\tilde{D}_{n\nu}^{l}</math> denote the coefficients of this
ambient incident wavefield in the incoming eigenfunction expansion for
ambient incident wavefield in the incoming eigenfunction expansion for
<math>\Delta_l</math> (cf.~\S (sec:ambient)). The total
<math>\Delta_l</math> (cf. the example in [[Cylindrical Eigenfunction Expansion]]).  
incident wavefield upon body <math>\Delta_j</math> can now be expressed as
<center><math>
<center><math>\begin{matrix}
\phi^{\mathrm{In}}(r_l,\theta_l,z)= \sum_{n=0}^\infty f_n(z) \sum_{\nu = -\infty}^{\infty}
\phi_l^{\mathrm{I}}(r_l,\theta_l,z) &= \phi^{\mathrm{In}}(r_l,\theta_l,z) +
  \tilde{D}_{n\nu}^{l}  I_\nu (k_n
\sum_{j=-\infty,j \neq l}^{\infty} \, \phi_j^{\mathrm{S}}
(r_l,\theta_l,z)\\
&= \sum_{n=0}^\infty f_n(z) \sum_{\nu = -\infty}^{\infty}
\Big[ \tilde{D}_{n\nu}^{l} +
\sum_{j=-\infty,j \neq l}^{\infty} \sum_{\tau =
-\infty}^{\infty} A_{n\tau}^j (-1)^\nu K_{\tau - \nu}  (k_n
|j-l|R)  \mathrm{e}^{\mathrm{i}(\tau - \nu) \varphi_{j-l}} \Big] \times I_\nu (k_n
r_l) \mathrm{e}^{\mathrm{i}\nu \theta_l}.  
r_l) \mathrm{e}^{\mathrm{i}\nu \theta_l}.  
\end{matrix}</math></center>
The coefficients of the total incident potential upon <math>\Delta_l</math> are
therefore given by
<center><math> (inc_coeff)
D_{n\nu}^l = \tilde{D}_{n\nu}^{l} +
\sum_{j=-\infty,j \neq  l}^{\infty} \sum_{\tau =
-\infty}^{\infty} A_{n\tau}^j (-1)^\nu K_{\tau - \nu}  (k_n
|j-l| R)  \mathrm{e}^{\mathrm{i}(\tau - \nu) \varphi_{j-l}}.
</math></center>
</math></center>
 
The total
==Calculation of the diffraction transfer matrix for bodies of arbitrary geometry==
incident wavefield upon body <math>\Delta_j</math> can now be expressed as
 
The scattered and incident potential can therefore be related by a
diffraction transfer operator acting in the following way,
<center><math> (diff_op)
A_{m \mu}^l = \sum_{n=0}^{\infty} \sum_{\nu = -\infty}^{\infty} B_{m n
\mu \nu} D_{n\nu}^l.
</math></center>
 
Before we can apply the interaction theory we require the diffraction
transfer matrices <math>\mathbf{B}_j</math> which relate the incident and the
scattered potential for a body <math>\Delta_j</math> in isolation.
The elements of the diffraction transfer matrix, <math>({\mathbf B}_j)_{pq}</math>,
are the coefficients of the
<math>p</math>th partial wave of the scattered potential due to a single
unit-amplitude incident wave of mode <math>q</math> upon <math>\Delta_j</math>.
 
While \citeauthor{kagemoto86}'s interaction theory was valid for
bodies of arbitrary shape, they did not explain how to actually obtain the
diffraction transfer matrices for bodies which did not have an axisymmetric
geometry. This step was performed by [[goo90]] who came up with an
explicit method to calculate the diffraction transfer matrices for bodies of
arbitrary geometry in the case of finite depth. Utilising a Green's
function they used the standard
method of transforming the single diffraction boundary-value problem
to an integral equation for the source strength distribution function
over the immersed surface of the body.
However, the representation of the scattered potential which
is obtained using this method is not automatically given in the
cylindrical eigenfunction
expansion. To obtain such cylindrical eigenfunction expansions of the
potential [[goo90]] used the representation of the free surface
finite depth Green's function given by [[black75]] and
[[fenton78]].  \citeauthor{black75} and
\citeauthor{fenton78}'s representation of the Green's function was based
on applying Graf's addition theorem to the eigenfunction
representation of the free surface finite depth Green's function given
by [[john2]]. Their representation allowed the scattered potential to be
represented in the eigenfunction expansion with the cylindrical
coordinate system fixed at the point of the water surface above the
mean centre position of the body.
 
It should be noted that, instead of using the source strength distribution
function, it is also possible to consider an integral equation for the
total potential and calculate the elements of the diffraction transfer
matrix from the solution of this integral equation.
An outline of this method for water of finite
depth is given by [[kashiwagi00]]. We will present
here a derivation of the diffraction transfer matrices for the case
infinite depth based on a solution
for the source strength distribution function. However,
an equivalent derivation would be possible based on the solution
for the total velocity potential.
 
The [[Free-Surface Green Function]] for [[Finite Depth]]
in cylindrical polar coordinates
<center><math>
<center><math>
G(r,\theta,z;s,\varphi,c)= \frac{1}{\pi} \sum_{m=0}^{\infty}
\phi_l^{\mathrm{I}}(r_l,\theta_l,z) = \phi^{\mathrm{In}}(r_l,\theta_l,z) +
\frac{k_m^2+\alpha^2}{d(k_m^2+\alpha^2)-\alpha}\, \cos k_m(z+d) \cos
\sum_{j=1,j \neq l}^{N} \, \phi_j^{\mathrm{S}}
k_m(c+d) \sum_{\nu=-\infty}^{\infty} K_\nu(k_m r) I_\nu(k_m s) \mathrm{e}^{\mathrm{i}\nu
(r_l,\theta_l,z)
(\theta - \varphi)},
</math></center>
</math></center>
given by [[Black 1975]] and [[Fenton 1978]] is used.
This allows us to write
The elements of <math>{\mathbf B}_j</math> are therefore given by
<center><math>
<center><math>
({\mathbf B}_j)_{pq} = \frac{1}{\pi}
\sum_{n=0}^{\infty} f_n(z)
\frac{(k_m^2+\alpha^2)\cos^2 k_md}{d(k_m^2+\alpha^2)-\alpha}
\sum_{\nu = - \infty}^{\infty} D_{n\nu}^l I_\nu (k_n r_l) \mathrm{e}^{\mathrm{i}\nu \theta_l}
\int\limits_{\Gamma_j} \cos k_m(c+d) I_p(\eta s) \mathrm{e}^{-\mathrm{i}p
\varphi} \varsigma_q^j(\mathbf{\zeta}) \mathrm{d}\sigma_\mathbf{\zeta}
</math></center>
</math></center>
where
<math>\varsigma_q^j(\mathbf{\zeta})</math> is the source strength distribution
due to an incident potential of mode <math>q</math> of the form
<center><math>
<center><math>
\phi_q^{\mathrm{I}}(s,\varphi,c) = \frac{\cos k_m(c+d)}{\cos kd} K_q
= \sum_{n=0}^\infty f_n(z) \sum_{\nu = -\infty}^{\infty}
(k_m s) \mathrm{e}^{\mathrm{i}q \varphi}
\Big[  \tilde{D}_{n\nu}^{l} +
\sum_{j=1,j \neq  l}^{N} \sum_{\tau =
-\infty}^{\infty} A_{n\tau}^j (-1)^\nu K_{\tau - \nu}  (k_n
R_{jl}) \mathrm{e}^{\mathrm{i}(\tau - \nu) \varphi_{jl}} \Big] I_\nu (k_n
r_l) \mathrm{e}^{\mathrm{i}\nu \theta_l}.
</math></center>
</math></center>
 
It therefore follows that
We assume that we have represented the scattered potential in terms of
the source strength distribution <math>\varsigma^j</math> so that the scattered
potential can be written as
<center><math> (int_eq_1)
\phi_j^\mathrm{S}(\mathbf{y}) = \int\limits_{\Gamma_j} G
(\mathbf{y},\mathbf{\zeta}) \, \varsigma^j (\mathbf{\zeta})
\mathrm{d}\sigma_\mathbf{\zeta}, \quad \mathbf{y} \in D,
</math></center>
where <math>D</math> is the volume occupied by the water and <math>\Gamma_j</math> is the
immersed surface of body <math>\Delta_j</math>. The source strength distribution
function <math>\varsigma^j</math> can be found by solving an
integral equation. The integral equation is described in
[[Weh_Lait]] and numerical methods for its solution are outlined in
[[Sarp_Isa]].
 
 
===The diffraction transfer matrix of rotated bodies===
 
For a non-axisymmetric body, a rotation about the mean
centre position in the <math>(x,y)</math>-plane will result in a
different diffraction transfer matrix. We will show how the
diffraction transfer matrix of a body rotated by an angle <math>\beta</math> can
be easily calculated from the diffraction transfer matrix of the
non-rotated body. The rotation of the body influences the form of the
elements of the diffraction transfer matrices in two ways. Firstly, the
angular dependence in the integral over the immersed surface of the
body is altered and, secondly, the source strength distribution
function is different if the body is rotated. However, the source
strength distribution function of the rotated body can be obtained by
calculating the response of the non-rotated body due to rotated
incident potentials. It will be shown that the additional angular
dependence can be easily factored out of the elements of the
diffraction transfer matrix.
 
The additional angular dependence caused by the rotation of the
incident potential can be factored out of the normal derivative of the
incident potential such that
<center><math>
<center><math>
\frac{\partial \phi_{q\beta}^{\mathrm{I}}}{\partial n} =
D_{n\nu}^l  =
\frac{\partial \phi_{q}^{\mathrm{I}}}{\partial n}
  \tilde{D}_{n\nu}^{l} +
\mathrm{e}^{\mathrm{i}q \beta},
\sum_{j=1,j \neq  l}^{N} \sum_{\tau =
-\infty}^{\infty} A_{n\tau}^j (-1)^\nu K_{\tau - \nu} (k_n
R_{jl}\mathrm{e}^{\mathrm{i}(\tau - \nu) \varphi_{jl}}  
</math></center>
</math></center>
where <math>\phi_{q\beta}^{\mathrm{I}}</math> is the rotated incident potential.
Since the integral equation for the determination of the source
strength distribution function is linear, the source strength
distribution function due to the rotated incident potential is thus just
given by
<center><math>
\varsigma_{q\beta}^j = \varsigma_q^j \, \mathrm{e}^{\mathrm{i}q \beta}.
</math></center>
<center><math>
({\mathbf B}_j)_{pq} = \frac{1}{\pi}
\frac{(k_m^2+\alpha^2)\cos^2 k_md}{d(k_m^2+\alpha^2)-\alpha}
\int\limits_{\Gamma_j} \cos k_m(c+d) I_p(\eta s) \mathrm{e}^{-\mathrm{i}p
\varphi} \varsigma_q^j(\mathbf{\zeta}) \mathrm{d}\sigma_\mathbf{\zeta}
</math></center>
This is also the source strength distribution function of the rotated
body due to the standard incident modes.


The elements of the diffraction transfer matrix <math>\mathbf{B}_j</math> are
= Final Equations =
given by equations  (B_elem). Keeping in mind that the body is
 
rotated by the angle <math>\beta</math>, the elements of the diffraction transfer
The scattered and incident potential of each body <math>\Delta_l</math> can be related by the
matrix of the rotated body are given by
[[Diffraction Transfer Matrix]] acting in the following way,
<center><math>
<center><math>
({\mathbf B}_j^\beta)_{pq} = \frac{1}{\pi}
A_{m \mu}^l = \sum_{n=0}^{\infty} \sum_{\nu = -\infty}^{\infty} B_{m n
\frac{(k_m^2+\alpha^2)\cos^2 k_md}{d(k_m^2+\alpha^2)-\alpha}
\mu \nu}^l D_{n\nu}^l.
\int\limits_{\Gamma_j} \cos k_m(c+d) I_p(\eta s) \mathrm{e}^{-\mathrm{i}p
</math></center>  
(\varphi+\beta)} \varsigma_{q\beta}^j(\mathbf{\zeta}) \mathrm{d}\sigma_\mathbf{\zeta}
</math></center>
 
Thus the additional angular dependence caused by the rotation of
the body can be factored out of the elements of the diffraction
transfer matrix. The elements of the diffraction transfer matrix
corresponding to the body rotated by the angle <math>\beta</math>,
<math>\mathbf{B}_j^\beta</math>, are given by
<center><math> (B_rot)
(\mathbf{B}_j^\beta)_{pq} = (\mathbf{B}_j)_{pq} \, \mathrm{e}^{\mathrm{i}(q-p) \beta}.
</math></center>
 
== Final Equations ==


If the diffraction transfer operator is known (its calculation
The substitution of this into the equation for relating
is discussed later), the substitution of (inc_coeff) into  (diff_op) gives the
the coefficients <math>D_{n\nu}^l</math> and
<math>A_{m \mu}^l</math>gives the
required equations to determine the coefficients of the scattered
required equations to determine the coefficients of the scattered
wavefields of all bodies,  
wavefields of all bodies,  
<center><math> (eq_op)
<center><math>
A_{m\mu}^l = \sum_{n=0}^{\infty}
A_{m\mu}^l = \sum_{n=0}^{\infty}
\sum_{\nu = -\infty}^{\infty} B_{mn\mu\nu}
\sum_{\nu = -\infty}^{\infty} B_{mn\mu\nu}^l
\Big[ \tilde{D}_{n\nu}^{l} +
\Big[ \tilde{D}_{n\nu}^{l} +
\sum_{j=-\infty,j \neq  l}^{\infty} \sum_{\tau =
\sum_{j=1,j \neq  l}^{N} \sum_{\tau =
-\infty}^{\infty} A_{n\tau}^j (-1)^\nu K_{\tau - \nu}  (k_n
-\infty}^{\infty} A_{n\tau}^j (-1)^\nu K_{\tau - \nu}  (k_n
|j-l| R) \mathrm{e}^{\mathrm{i}(\tau -\nu) \varphi_{j-l}} \Big],
R_{jl}) \mathrm{e}^{\mathrm{i}(\tau -\nu) \varphi_{jl}} \Big],  
</math></center>
<math>m \in {N}</math>, <math>l,\mu \in {Z}</math>.
 
=The extension of Kagemoto and Yue's interaction theory to bodies of arbitrary shape in water of infinite depth=
 
[[kagemoto86]] developed an interaction theory for
vertically non-overlapping axisymmetric structures in water of finite
depth. While their theory was valid for bodies of
arbitrary geometry, they did not develop all the necessary
details to apply the theory to arbitrary bodies.
The only requirements to apply this scattering theory is
that the bodies are vertically non-overlapping and
that the smallest cylinder which completely contains each body does not
intersect with any other body.
In this section we will extend their theory to bodies of
arbitrary geometry in water of infinite depth. The extension of
\citeauthor{kagemoto86}'s finite depth interaction theory to bodies of
arbitrary geometry was accomplished by [[goo90]].
 
 
The interaction theory begins by representing the scattered potential
of each body in the cylindrical eigenfunction expansion. Furthermore,
the incoming potential is also represented in the cylindrical
eigenfunction expansion. The operator which maps the incoming and
outgoing representation is called the diffraction transfer matrix and
is different for each body.
Since these representations are local to each body, a mapping of
the eigenfunction representations between different bodies
is required. This operator is called the coordinate transformation
matrix.
 
The cylindrical eigenfunction expansions will be introduced before we
derive a system of
equations for the coefficients of the scattered wavefields. Analogously to
[[kagemoto86]], we represent the scattered wavefield of
each body as an incoming wave upon all other bodies. The addition of
the ambient incident wave yields the complete incident potential and
with the use of diffraction transfer matrices which relate the
coefficients of the incident potential to those of the scattered
wavefield a system of equations for the unknown coefficients of the
scattered wavefields of all bodies is derived.
 
 
===Eigenfunction expansion of the potential===
The equations of motion for the water are derived from the linearised
inviscid theory. Under the assumption of irrotational motion the
velocity vector field of the water can be written as the gradient
field of a scalar velocity potential <math>\Phi</math>. Assuming that the motion
is time-harmonic with the radian frequency <math>\omega</math> the
velocity potential can be expressed as the real part of a complex
quantity,
<center><math> (time)
\Phi(\mathbf{y},t) = \Re \{\phi (\mathbf{y}) \mathrm{e}^{-\mathrm{i}\omega t} \}.
</math></center>
To simplify notation, <math>\mathbf{y} = (x,y,z)</math> will always denote a point
in the water, which is assumed infinitely deep, while <math>\mathbf{x}</math> will
always denote a point of the undisturbed water surface assumed at <math>z=0</math>.
 
The problem consists of <math>N</math> vertically non-overlapping bodies, denoted
by <math>\Delta_j</math>, which are sufficiently far apart that there is no
intersection of the smallest cylinder which contains each body with
any other body. Each body is subject to an incident wavefield which is
incoming, responds to this wavefield and produces a scattered wave field which
is outgoing. Both the incident and scattered potential corresponding
to these wavefields can be represented in the cylindrical
eigenfunction expansion valid outside of the escribed cylinder of the
body. Let <math>(r_j,\theta_j,z)</math> be the local cylindrical coordinates of
the <math>j</math>th body, <math>\Delta_j</math>, <math>j \in \{1, \ldots , N\}</math>, and
<math>\alpha =\omega^2/g</math> where <math>g</math> is the acceleration due to gravity. Figure
(fig:floe_tri) shows these coordinate systems for two bodies.
 
The scattered potential of body <math>\Delta_j</math> can be expanded in
cylindrical eigenfunctions,
<center><math> (basisrep_out)
\phi_j^\mathrm{S} (r_j,\theta_j,z) = \mathrm{e}^{\alpha z} \sum_{\nu = -
\infty}^{\infty} A_{0 \nu}^j H_\nu^{(1)} (\alpha r_j) \mathrm{e}^{\mathrm{i}\nu
\theta_j}
+ \int\limits_0^{\infty} \big( \cos \eta z + \frac{\alpha}{\eta}
\sin \eta z \big) \sum_{\nu = -
\infty}^{\infty} A_{\nu}^j (\eta) K_\nu (\eta r_j) \mathrm{e}^{\mathrm{i}\nu
\theta_j} \mathrm{d}\eta,
</math></center>
where the coefficients <math>A_{0 \nu}^j</math> for the propagating modes are
discrete and the coefficients <math>A_{\nu}^j (\cdot)</math> for the decaying
modes are functions. <math>H_\nu^{(1)}</math> and <math>K_\nu</math> are the Hankel function
of the first kind and the modified Bessel function of the second kind
respectively, both of order <math>\nu</math> as defined in [[Abramowitz and Stegun 1964]].
The incident potential upon body <math>\Delta_j</math> can be expanded in
cylindrical eigenfunctions,
<center><math> (basisrep_in)
\phi_j^\mathrm{I} (r_j,\theta_j,z) = \mathrm{e}^{\alpha z} \sum_{\mu = -
\infty}^{\infty} D_{0 \mu}^j J_\mu (\alpha r_j) \mathrm{e}^{\mathrm{i}\mu
\theta_j}
+ \int\limits_0^{\infty} \big( \cos \eta z + \frac{\alpha}{\eta}
\sin \eta z \big) \sum_{\mu = -
\infty}^{\infty} D_{\mu}^j (\eta) I_\mu (\eta r_j) \mathrm{e}^{\mathrm{i}\mu
\theta_j} \mathrm{d}\eta,
</math></center>
where the coefficients <math>D_{0 \mu}^j</math> for the propagating modes are
discrete and the coefficients <math>D_{\mu}^j (\cdot)</math> for the decaying
modes are functions. <math>J_\mu</math> and <math>I_\mu</math> are the Bessel function and
the modified Bessel function respectively, both of the first kind and
order <math>\mu</math>. To simplify the notation, from now on <math>\psi(z,\eta)</math> will
denote the vertical eigenfunctions corresponding to the decaying modes,
<center><math>
\psi(z,\eta) = \cos \eta z + \alpha / \eta \, \sin \eta z.
</math></center>
 
===The interaction in water of infinite depth===
Following the ideas of [[kagemoto86]], a system of equations for the unknown
coefficients and coefficient functions of the scattered wavefields
will be developed. This system of equations is based on transforming the
scattered potential of <math>\Delta_j</math> into an incident potential upon
<math>\Delta_l</math> (<math>j \neq l</math>). Doing this for all bodies simultaneously,
and relating the incident and scattered potential for each body, a system
of equations for the unknown coefficients will be developed.
 
The scattered potential <math>\phi_j^{\mathrm{S}}</math> of body <math>\Delta_j</math> needs to be
represented in terms of the incident potential <math>\phi_l^{\mathrm{I}}</math>
upon <math>\Delta_l</math>, <math>j \neq l</math>. From figure
(fig:floe_tri) we can see that this can be accomplished by using
Graf's addition theorem for Bessel functions given in
[[Abramowitz and Stegun 1964]],
<center><math> (transf)
\begin{matrix} (transf_h)
H_\nu^{(1)}(\alpha r_j) \mathrm{e}^{\mathrm{i}\nu (\theta_j - \vartheta_{jl})} &=
\sum_{\mu = - \infty}^{\infty} H^{(1)}_{\nu + \mu} (\alpha R_{jl}) \,
J_\mu (\alpha r_l) \mathrm{e}^{\mathrm{i}\mu (\pi - \theta_l + \vartheta_{jl})},
\quad j \neq l,\\
(transf_k)
K_\nu(\eta r_j) \mathrm{e}^{\mathrm{i}\nu (\theta_j - \vartheta_{jl})} &= \sum_{\mu = -
\infty}^{\infty} K_{\nu + \mu} (\eta R_{jl}) \, I_\mu (\eta r_l) \mathrm{e}^{\mathrm{i}\mu
(\pi - \theta_l + \vartheta_{jl})}, \quad j \neq l,
\end{matrix}
</math></center>
which is valid provided that <math>r_l < R_{jl}</math>. This limitation
only requires that the escribed cylinder of each body <math>\Delta_l</math> does
not enclose any other origin <math>O_j</math> (<math>j \neq l</math>). However, the
expansion of the scattered and incident potential in cylindrical
eigenfunctions is only valid outside the escribed cylinder of each
body. Therefore the condition that the
escribed cylinder of each body <math>\Delta_l</math> does not enclose any other
origin <math>O_j</math> (<math>j \neq l</math>) is superseded by the more rigorous
restriction that the escribed cylinder of each body may not contain any
other body. Making use of the equations  (transf)
the scattered potential of <math>\Delta_j</math> can be expressed in terms of the
incident potential upon <math>\Delta_l</math>,
<center><math>\begin{matrix}
\phi_j^{\mathrm{S}} (r_l,\theta_l,z) &=
\mathrm{e}^{\alpha z} \sum_{\nu = - \infty}^{\infty} A_{0\nu}^j
\sum_{\mu = -\infty}^{\infty} H_{\nu - \mu}^{(1)} (\alpha R_{jl})
J_\mu (\alpha r_l) \mathrm{e}^{\mathrm{i}\mu \theta_l} \mathrm{e}^{\mathrm{i}(\nu-\mu)
\vartheta_{jl}}\\
& \quad + \int\limits_0^{\infty} \psi (z,\eta) \sum_{\nu = -
\infty}^{\infty} A_{\nu}^j (\eta) \sum_{\mu = -\infty}^{\infty}
(-1)^\mu K_{\nu-\mu} (\eta R_{jl}) I_\mu (\eta r_l) \mathrm{e}^{\mathrm{i}\mu
\theta_l}  \mathrm{e}^{\mathrm{i}(\nu-\mu) \vartheta_{jl}} \mathrm{d}\eta\\
&= \mathrm{e}^{\alpha z} \sum_{\mu = -\infty}^{\infty} \Big[ \sum_{\nu = -
\infty}^{\infty} A_{0\nu}^j H_{\nu - \mu}^{(1)} (\alpha R_{jl}) \mathrm{e}^{\mathrm{i}
(\nu-\mu) \vartheta_{jl}} \Big] J_\mu (\alpha r_l) \mathrm{e}^{\mathrm{i}\mu \theta_l}\\
& + \int\limits_0^{\infty} \psi (z,\eta) \sum_{\mu = -\infty}^{\infty}
\Big[ \sum_{\nu = - \infty}^{\infty} A_{\nu}^j (\eta) (-1)^\mu K_{\nu-\mu}
(\eta R_{jl}) \mathrm{e}^{\mathrm{i}(\nu-\mu)
\vartheta_{jl}} \Big] I_\mu (\eta r_l) \mathrm{e}^{\mathrm{i}\mu \theta_l} \mathrm{d}\eta.
\end{matrix}</math></center>
The ambient incident wavefield <math>\phi^{\mathrm{In}}</math> can also be
expanded in the eigenfunctions corresponding to the incident wavefield upon
<math>\Delta_l</math>. A detailed illustration of how to accomplish this will be given
later. Let <math>D_{l0\mu}^{\mathrm{In}}</math> denote the coefficients of this
ambient incident wavefield corresponding to the propagating modes and
<math>D_{l\mu}^{\mathrm{In}} (\cdot)</math>  denote the coefficients functions
corresponding to the decaying modes (which are identically zero) of
the incoming eigenfunction expansion for <math>\Delta_l</math>. The total
incident wavefield upon body <math>\Delta_j</math> can now be expressed as
<center><math>\begin{matrix}
&\phi_l^{\mathrm{I}}(r_l,\theta_l,z) = \phi^{\mathrm{In}}(r_l,\theta_l,z) +
\sum{}_{j=1,j \neq l}^{N} \, \phi_j^{\mathrm{S}}
(r_l,\theta_l,z)\\
&= \mathrm{e}^{\alpha z} \sum_{\mu = -\infty}^{\infty} \Big[
D_{l0\mu}^{\mathrm{In}} + \sum_{j=1,j
\neq l}^{N} \sum_{\nu = - \infty}^{\infty} A_{0\nu}^j
H_{\nu-\mu}^{(1)} (\alpha R_{jl}) \mathrm{e}^{\mathrm{i}
(\nu - \mu) \vartheta_{jl}} \Big] J_\mu (\alpha r_l) \mathrm{e}^{\mathrm{i}\mu \theta_l}\\
& + \int\limits_0^{\infty} \psi (z,\eta) \sum_{\mu =
-\infty}^{\infty} \Big[  D_{l\mu}^{\mathrm{In}}(\eta) +
\sum_{j=1,j \neq  l}^{N} \sum_{\nu =
-\infty}^{\infty} A_{\nu}^j (\eta) (-1)^\mu K_{\nu - \mu}  (\eta
R_{jl}) \mathrm{e}^{\mathrm{i}(\nu - \mu) \vartheta_{jl}} \Big] I_\mu (\eta r_l)
\mathrm{e}^{\mathrm{i}\mu \theta_l} \mathrm{d}\eta.
\end{matrix}</math></center>
The coefficients of the total incident potential upon <math>\Delta_l</math> are
therefore given by
<center><math> (inc_coeff)
D_{0\mu}^l = D_{l0\mu}^{\mathrm{In}}
+ \sum_{j=1,j \neq l}^{N} \sum_{\nu = - \infty}^{\infty} A_{0\nu}^j
H_{\nu-\mu}^{(1)}
(\alpha R_{jl}) \mathrm{e}^{\mathbf{i}
(\nu - \mu) \vartheta_{jl}}
</math></center>
<center><math>
D_{\mu}^l(\eta) = D_{l\mu}^{\mathrm{In}}(\eta) +
\sum_{j=1,j \neq  l}^{N} \sum_{\nu =
-\infty}^{\infty} A_{\nu}^j (\eta) (-1)^\mu K_{\nu - \mu}  (\eta
R_{jl}) \mathrm{e}^{\mathrm{i}(\nu - \mu) \vartheta_{jl}}.
</math></center>
 
In general, it is possible to relate the total incident and scattered
partial waves for any body through the diffraction characteristics of
that body in isolation. There exist diffraction transfer operators
<math>B_l</math> that relate the coefficients of the incident and scattered
partial waves, such that
<center><math> (eq_B)
A_l = B_l (D_l), \quad l=1, \ldots, N,
</math></center>
where <math>A_l</math> are the scattered modes due to the incident modes <math>D_l</math>.
In the case of a countable number of modes, (i.e. when
the depth is finite), <math>B_l</math> is an infinite dimensional matrix. When
the modes are functions of a continuous variable (i.e. infinite
depth), <math>B_l</math> is the kernel of an integral operator.
For the propagating and the decaying modes respectively, the scattered
potential can be related by diffraction transfer operators acting in the
following ways,
<center><math> (diff_op)
\begin{matrix}
A_{0\nu}^l &= \sum_{\mu = -\infty}^{\infty} B_{l\nu\mu}^\mathrm{pp} D_{0\mu}^l
+ \int\limits_{0}^{\infty} \sum_{\mu = -\infty}^{\infty}
B_{l\nu\mu}^\mathrm{pd} (\xi) D_{\mu}^l (\xi) \mathrm{d}\xi,\\
A_\nu^l (\eta) &= \sum_{\mu = -\infty}^{\infty}
B_{l\nu\mu}^\mathrm{dp} (\eta) D_{0\mu}^l + \int\limits_{0}^{\infty}
\sum_{\mu = -\infty}^{\infty} B_{l\nu\mu}^\mathrm{dd} (\eta;\xi)
D_{\mu}^l (\xi) \mathrm{d}\xi.
\end{matrix}
</math></center>
The superscripts <math>\mathrm{p}</math> and <math>\mathrm{d}</math> are used to distinguish
between propagating and decaying modes, the first superscript denotes the kind
of scattered mode, the second one the kind of incident mode.
If the diffraction transfer operators are known (their calculation
will be discussed later), the substitution of
equations  (inc_coeff) into equations  (diff_op) give the
required equations to determine the coefficients and coefficient
functions of the scattered wavefields of all bodies,
<center><math> (eq_op)
\begin{matrix}
A_{0n}^l =& \sum_{\mu = -\infty}^{\infty} B_{ln\mu}^\mathrm{pp}
\Big[ D_{l0\mu}^{\mathrm{In}} + \sum_{j=1,j
\neq l}^{N} \sum_{\nu = - \infty}^{\infty} A_{0\nu}^j
H_{\nu-\mu}^{(1)} (\alpha R_{jl}) \mathrm{e}^{\mathbf{i}
(\nu - \mu) \vartheta_{jl}} \Big]\\
&+ \int\limits_{0}^{\infty} \sum_{\mu = -\infty}^{\infty}
B_{ln\mu}^\mathrm{pd} (\xi) \Big[D_{l\mu}^{\mathrm{In}}(\eta) +
\sum_{j=1,j \neq  l}^{N} \sum_{\nu =
-\infty}^{\infty} A_{\nu}^j (\eta) (-1)^\mu K_{\nu - \mu}  (\eta
R_{jl}) \mathrm{e}^{\mathrm{i}(\nu - \mu) \vartheta_{jl}} \Big] \mathrm{d}\xi,\\
A_n^l (\eta) &= \sum_{\mu = -\infty}^{\infty}
B_{ln\mu}^\mathrm{dp} (\eta) \Big[
D_{l0\mu}^{\mathrm{In}} + \sum_{j=1,j
\neq l}^{N} \sum_{\nu = - \infty}^{\infty} A_{0\nu}^j
H_{\nu-\mu}^{(1)} (\alpha R_{jl}) \mathrm{e}^{\mathbf{i}
(\nu - \mu) \vartheta_{jl}}\Big]\\
& + \int\limits_{0}^{\infty}
\sum_{\mu = -\infty}^{\infty} B_{ln\mu}^\mathrm{dd} (\eta;\xi)
\Big[ D_{l\mu}^{\mathrm{In}}(\eta) +
\sum_{j=1,j \neq  l}^{N} \sum_{\nu =
-\infty}^{\infty} A_{\nu}^j (\eta) (-1)^\mu K_{\nu - \mu}  (\eta
R_{jl}) \mathrm{e}^{\mathrm{i}(\nu - \mu) \vartheta_{jl}}\Big] \mathrm{d}\xi,
\end{matrix}
</math></center>
<math>n \in \mathit{Z},\, l = 1, \ldots, N</math>. It has to be noted that all
equations are coupled so that it is necessary to solve for all
scattered coefficients and coefficient functions simultaneously.
 
For numerical calculations, the infinite sums have to be truncated and
the integrals must be discretised. Implying a suitable truncation, the
four different diffraction transfer operators can be represented by
matrices which can be assembled in a big matrix <math>\mathbf{B}_l</math>,
<center><math>
\mathbf{B}_l = \left[
\begin{matrix}{cc} \mathbf{B}_l^{\mathrm{pp}} & \mathbf{B}_l^{\mathrm{pd}}\\
\mathbf{B}_l^{\mathrm{dp}} & \mathbf{B}_l^{\mathrm{dd}}
\end{matrix} \right],
</math></center>
the infinite depth diffraction transfer matrix.
Truncating the coefficients accordingly, defining <math>{\mathbf a}^l</math> to be the
vector of the coefficients of the scattered potential of body
<math>\Delta_l</math>, <math>\mathbf{d}_l^{\mathrm{In}}</math> to be the vector of
coefficients of the ambient wavefield, and making use of a coordinate
transformation matrix <math>{\mathbf T}_{jl}</math> given by
<center><math> (T_elem_deep)
({\mathbf T}_{jl})_{pq} = H_{p-q}^{(1)}(\alpha R_{jl}) \, \mathrm{e}^{\mathrm{i}(p-q)
\vartheta_{jl}}
</math></center>
for the propagating modes, and
<center><math>
({\mathbf T}_{jl})_{pq} = (-1)^{q} \, K_{p-q} (\eta R_{jl}) \, \mathrm{e}^{\mathbf{i}
(p-q) \vartheta_{jl}}
</math></center>
for the decaying modes, a linear system of equations
for the unknown coefficients follows from equations  (eq_op),
<center><math> (eq_Binf)
{\mathbf a}_l =
{\mathbf {B}}_l \Big(
{\mathbf d}_l^{\mathrm{In}} +
\sum_{j=1,j \neq l}^{N} trans {\mathbf T}_{jl} \,
{\mathbf a}_j \Big), \quad  l=1, \ldots, N,
</math></center>
where the left superscript <math>\mathrm{t}</math> indicates transposition.
The matrix <math>{\mathbf \hat{B}}_l</math> denotes the infinite depth diffraction
transfer matrix <math>{\mathbf B}_l</math> in which the elements associated with
decaying scattered modes have been multiplied with the appropriate
integration weights depending on the discretisation of the continuous variable.
 
==Calculation of the diffraction transfer matrix for bodies of arbitrary geometry==
 
Before we can apply the interaction theory we require the diffraction
transfer matrices <math>\mathbf{B}_j</math> which relate the incident and the
scattered potential for a body <math>\Delta_j</math> in isolation.
The elements of the diffraction transfer matrix, <math>({\mathbf B}_j)_{pq}</math>,
are the coefficients of the
<math>p</math>th partial wave of the scattered potential due to a single
unit-amplitude incident wave of mode <math>q</math> upon <math>\Delta_j</math>.
 
While \citeauthor{kagemoto86}'s interaction theory was valid for
bodies of arbitrary shape, they did not explain how to actually obtain the
diffraction transfer matrices for bodies which did not have an axisymmetric
geometry. This step was performed by [[goo90]] who came up with an
explicit method to calculate the diffraction transfer matrices for bodies of
arbitrary geometry in the case of finite depth. Utilising a Green's
function they used the standard
method of transforming the single diffraction boundary-value problem
to an integral equation for the source strength distribution function
over the immersed surface of the body.
However, the representation of the scattered potential which
is obtained using this method is not automatically given in the
cylindrical eigenfunction
expansion. To obtain such cylindrical eigenfunction expansions of the
potential [[goo90]] used the representation of the free surface
finite depth Green's function given by [[black75]] and
[[fenton78]].  \citeauthor{black75} and
\citeauthor{fenton78}'s representation of the Green's function was based
on applying Graf's addition theorem to the eigenfunction
representation of the free surface finite depth Green's function given
by [[john2]]. Their representation allowed the scattered potential to be
represented in the eigenfunction expansion with the cylindrical
coordinate system fixed at the point of the water surface above the
mean centre position of the body.
 
It should be noted that, instead of using the source strength distribution
function, it is also possible to consider an integral equation for the
total potential and calculate the elements of the diffraction transfer
matrix from the solution of this integral equation.
An outline of this method for water of finite
depth is given by [[kashiwagi00]]. We will present
here a derivation of the diffraction transfer matrices for the case
infinite depth based on a solution
for the source strength distribution function. However,
an equivalent derivation would be possible based on the solution
for the total velocity potential.
 
To calculate the diffraction transfer matrix in infinite depth, we
require the representation of the [[Infinite Depth]], [[Free-Surface Green Function]]
in cylindrical eigenfunctions,
<center><math> (green_inf)\begin{matrix}
G(r,\theta,z;s,\varphi,c) =& \frac{\mathrm{i}\alpha}{2} \,  \mathrm{e}^{\alpha (z+c)}
\sum_{\nu=-\infty}^{\infty} H_\nu^{(1)}(\alpha r) J_\nu(\alpha s) \mathrm{e}^{\mathrm{i}\nu
(\theta - \varphi)} \\
+& \frac{1}{\pi^2} \int\limits_0^{\infty}
\psi(z,\eta) \frac{\eta^2}{\eta^2+\alpha^2} \psi(c,\eta)
\sum_{\nu=-\infty}^{\infty} K_\nu(\eta r) I_\nu(\eta s) \mathrm{e}^{\mathrm{i}\nu
(\theta - \varphi)} \mathrm{d}\eta,
\end{matrix}
</math></center>
<math>r > s</math>, given by [[Peter and Meylan 2004]].
 
We assume that we have represented the scattered potential in terms of
the source strength distribution <math>\varsigma^j</math> so that the scattered
potential can be written as
<center><math> (int_eq_1)
\phi_j^\mathrm{S}(\mathbf{y}) = \int\limits_{\Gamma_j} G
(\mathbf{y},\mathbf{\zeta}) \, \varsigma^j (\mathbf{\zeta})
\mathrm{d}\sigma_\mathbf{\zeta}, \quad \mathbf{y} \in D,
</math></center>
where <math>D</math> is the volume occupied by the water and <math>\Gamma_j</math> is the
immersed surface of body <math>\Delta_j</math>. The source strength distribution
function <math>\varsigma^j</math> can be found by solving an
integral equation. The integral equation is described in
[[Weh_Lait]] and numerical methods for its solution are outlined in
[[Sarp_Isa]].
Substituting the eigenfunction expansion of the Green's function
(green_inf) into  (int_eq_1), the scattered potential can
be written as
<center><math>\begin{matrix}
&\phi_j^\mathrm{S}(r_j,\theta_j,z) = \mathrm{e}^{\alpha z} \sum_{\nu = -
\infty}^{\infty} \bigg[ \frac{\mathrm{i}\alpha}{2}
\int\limits_{\Gamma_j} \mathrm{e}^{\alpha c} J_\nu(\alpha s) \mathrm{e}^{-\mathrm{i}\nu
\varphi} \varsigma^j(\mathbf{\zeta})
\mathrm{d}\sigma_\mathbf{\zeta} \bigg] H_\nu^{(1)} (\alpha r_j) \mathrm{e}^{\mathrm{i}\nu \theta_j}\\
& \, + \int\limits_{0}^{\infty} \psi(z,\eta) \sum_{\nu = -
\infty}^{\infty}  \bigg[ \frac{1}{\pi^2} \frac{\eta^2
}{\eta^2 + \alpha^2} \int\limits_{\Gamma_j} \psi(c,\eta) I_\nu(\eta s)
\mathrm{e}^{-\mathrm{i}\nu \varphi} \varsigma^j({\mathbf{\zeta}})
\mathrm{d}\sigma_{\mathbf{\zeta}} \bigg] K_\nu (\eta r_j) \mathrm{e}^{\mathrm{i}\nu \theta_j} \mathrm{d}\eta,
\end{matrix}</math></center>
where
<math>\mathbf{\zeta}=(s,\varphi,c)</math> and <math>r>s</math>.
This restriction implies that the eigenfunction expansion is only valid
outside the escribed cylinder of the body.
 
The columns of the diffraction transfer matrix are the coefficients of
the eigenfunction expansion of the scattered wavefield due to the
different incident modes of unit-amplitude. The elements of the
diffraction transfer matrix of a body of arbitrary shape are therefore given by
<center><math> (B_elem)
({\mathbf B}_j)_{pq} = \frac{\mathrm{i}\alpha}{2} \int\limits_{\Gamma_j}
\mathrm{e}^{\alpha c} J_p(\alpha s) \mathrm{e}^{-\mathrm{i}p \varphi} \varsigma_q^j(\mathbf{\zeta})
\mathrm{d}\sigma_\mathbf{\zeta}
</math></center>
and
<center><math>
({\mathbf B}_j)_{pq} = \frac{1}{\pi^2} \frac{\eta^2}{\eta^2 +
\alpha^2} \int\limits_{\Gamma_j} \psi(c,\eta) I_p(\eta s) \mathrm{e}^{-\mathrm{i}p
\varphi} \varsigma_q^j(\mathbf{\zeta}) \mathrm{d}\sigma_\mathbf{\zeta}
</math></center>
for the propagating and the decaying modes respectively, where
<math>\varsigma_q^j(\mathbf{\zeta})</math> is the source strength distribution
due to an incident potential of mode <math>q</math> of the form
<center><math> (test_modesinf)
\phi_q^{\mathrm{I}}(s,\varphi,c) =  \mathrm{e}^{\alpha c} H_q^{(1)} (\alpha
s) \mathrm{e}^{\mathrm{i}q \varphi}
</math></center>
for the propagating modes, and
<center><math>
\phi_q^{\mathrm{I}}(s,\varphi,c) = \psi(c,\eta) K_q (\eta s) \mathrm{e}^{\mathrm{i}q \varphi}
</math></center>
for the decaying modes.
 
===The diffraction transfer matrix of rotated bodies===
 
For a non-axisymmetric body, a rotation about the mean
centre position in the <math>(x,y)</math>-plane will result in a
different diffraction transfer matrix. We will show how the
diffraction transfer matrix of a body rotated by an angle <math>\beta</math> can
be easily calculated from the diffraction transfer matrix of the
non-rotated body. The rotation of the body influences the form of the
elements of the diffraction transfer matrices in two ways. Firstly, the
angular dependence in the integral over the immersed surface of the
body is altered and, secondly, the source strength distribution
function is different if the body is rotated. However, the source
strength distribution function of the rotated body can be obtained by
calculating the response of the non-rotated body due to rotated
incident potentials. It will be shown that the additional angular
dependence can be easily factored out of the elements of the
diffraction transfer matrix.
 
The additional angular dependence caused by the rotation of the
incident potential can be factored out of the normal derivative of the
incident potential such that
<center><math>
\frac{\partial \phi_{q\beta}^{\mathrm{I}}}{\partial n} =
\frac{\partial \phi_{q}^{\mathrm{I}}}{\partial n}
\mathrm{e}^{\mathrm{i}q \beta},
</math></center>
where <math>\phi_{q\beta}^{\mathrm{I}}</math> is the rotated incident potential.
Since the integral equation for the determination of the source
strength distribution function is linear, the source strength
distribution function due to the rotated incident potential is thus just
given by
<center><math>
\varsigma_{q\beta}^j = \varsigma_q^j \, \mathrm{e}^{\mathrm{i}q \beta}.
</math></center>
This is also the source strength distribution function of the rotated
body due to the standard incident modes.
 
The elements of the diffraction transfer matrix <math>\mathbf{B}_j</math> are
given by equations  (B_elem). Keeping in mind that the body is
rotated by the angle <math>\beta</math>, the elements of the diffraction transfer
matrix of the rotated body are given by
<center><math> (B_elemrot)
(\mathbf{B}_j^\beta)_{pq} = \frac{\mathrm{i}\alpha}{2} \int\limits_{\Gamma_j}
\mathrm{e}^{\alpha c} J_p(\alpha s) \mathrm{e}^{-\mathrm{i}p (\varphi+\beta)}
\varsigma_{q\beta}^j(\mathbf{\zeta}) \mathrm{d}\sigma_\mathbf{\zeta},
</math></center>
and
<center><math>
(\mathbf{B}_j^\beta)_{pq} = \frac{1}{\pi^2} \frac{\eta^2}{\eta^2 +
\alpha^2} \int\limits_{\Gamma_j} \psi(c,\eta) I_p(\eta s) \mathrm{e}^{-\mathrm{i}p
(\varphi+\beta)} \varsigma_{q\beta}^j(\mathbf{\zeta}) \mathrm{d}\sigma_\mathbf{\zeta},
</math></center>
for the propagating and decaying modes respectively.
 
Thus the additional angular dependence caused by the rotation of
the body can be factored out of the elements of the diffraction
transfer matrix. The elements of the diffraction transfer matrix
corresponding to the body rotated by the angle <math>\beta</math>,
<math>\mathbf{B}_j^\beta</math>, are given by
<center><math> (B_rot)
(\mathbf{B}_j^\beta)_{pq} = (\mathbf{B}_j)_{pq} \, \mathrm{e}^{\mathrm{i}(q-p) \beta}.
</math></center>
As before, <math>(\mathbf{B})_{pq}</math> is understood to be the element of
<math>\mathbf{B}</math> which corresponds to the coefficient of the <math>p</math>th scattered
mode due to a unit-amplitude incident wave of mode <math>q</math>. Equation (B_rot) applies to
propagating and decaying modes likewise.
 
==Representation of the ambient wavefield in the eigenfunction representation==
In Cartesian coordinates centred at the origin, the ambient wavefield is
given by
<center><math>
\phi^{\mathrm{In}}(x,y,z) = A \frac{g}{\omega} \, \mathrm{e}^{\mathrm{i}\alpha (x
\cos \chi + y \sin \chi)+ \alpha z},
</math></center>
where <math>A</math> is the amplitude (in displacement) and <math>\chi</math> is the
angle between the <math>x</math>-axis and the direction in which the wavefield travels.
The interaction theory requires that the ambient wavefield, which is
incident upon
all bodies, is represented in the eigenfunction expansion of an
incoming wave in the local coordinates of the body. The ambient wave
can be represented in an eigenfunction expansion centred at the origin
as
<center><math>
\phi^{\mathrm{In}}(x,y,z) = A \frac{g}{\omega} \mathrm{e}^{\alpha z}
\sum_{\mu = -\infty}^{\infty} \mathrm{e}^{\mathrm{i}\mu (\pi/2 - \theta + \chi)}
J_\mu(\alpha r)
</math></center>
\cite[p. 169]{linton01}.
Since the local coordinates of the bodies are centred at their mean
centre positions <math>O_l = (O_x^l,O_y^l)</math>, a phase factor has to be defined
which accounts for the position from the origin. Including this phase
factor the ambient wavefield at the <math>l</math>th body is given
by
<center><math>
\phi^{\mathrm{In}}(r_l,\theta_l,z) = A \frac{g}{\omega} \, e^{\mathrm{i}\alpha (O_x^l
\cos \chi + O_x^l \sin \chi)} \, \mathrm{e}^{\alpha z}
\sum_{\mu = -\infty}^{\infty} \mathrm{e}^{\mathrm{i}\mu (\pi/2 -  \chi)}
J_\mu(\alpha r_l) \mathrm{e}^{\mathrm{i}\mu \theta_l}.
</math></center>
 
==Solving the resulting system of equations==
After the coefficient vector of the ambient incident wavefield, the
diffraction transfer matrices and the coordinate
transformation matrices have been calculated, the system of
equations  (eq_B_inf),
has to be solved. This system can be represented by the following
matrix equation,
<center><math>
\left[ \begin{matrix}
{\mathbf a}_1\\ {\mathbf a}_2\\ \\ \vdots \\ \\ {\mathbf a}_N
\end{matrix} \right]
= \left[ \begin{matrix}
{{\mathbf B}}_1 {\mathbf d}_1^\mathrm{In}\\ {{\mathbf B}}_2 {\mathbf
d}_2^\mathrm{In}\\ \\ \vdots \\ \\ {{\mathbf B}}_N {\mathbf d}_N^\mathrm{In}
\end{matrix} \right]
+
\left[ \begin{matrix}
\mathbf{0} & {{\mathbf B}}_1 {\mathbf T}_{21} & {{\mathbf B}}_1
{\mathbf T}_{31} & \dots & {{\mathbf B}}_1 {\mathbf T}_{N1}\\
{{\mathbf B}}_2  {\mathbf T}_{12} & \mathbf{0} & {{\mathbf B}}_2
{\mathbf T}_{32} & \dots & {{\mathbf B}}_2  {\mathbf T}_{N2}\\
& & \mathbf{0} & &\\
\vdots & & & \ddots & \vdots\\
& & & & \\
{{\mathbf B}}_N  {\mathbf T}_{1N} & & \dots & 
& \mathbf{0}
\end{matrix} \right]
\left[ \begin{matrix}
{\mathbf a}_1\\ {\mathbf a}_2\\ \\ \vdots \\ \\ {\mathbf a}_N
\end{matrix} \right],
</math></center>
where <math>\mathbf{0}</math> denotes the zero-matrix which is of the same
dimension as <math>{{\mathbf B}}_j</math>, say <math>n</math>. This matrix equation can be
easily transformed into a classical <math>(N \, n)</math>-dimensional linear system of
equations.
 
=Finite Depth Interaction Theory=
 
We will compare the performance of the infinite depth interaction theory
with the equivalent theory for finite
depth. As we have stated previously, the finite depth theory was
developed by [[Kagemoto and Yue 1986]] and extended to bodies of arbitrary
geometry by [[Goo and Yoshida 1990]]. We will briefly present this theory in
our notation and the comparisons will be made in a later section.
 
In water of constant finite depth <math>d</math>, the scattered potential of a body
<math>\Delta_j</math> can be expanded in cylindrical eigenfunctions,
<center><math>
\phi_j^\mathrm{S} (r_j,\theta_j,z) = \frac{\cosh k(z+d)}{\cosh kd}
\sum_{\nu = - \infty}^{\infty} A_{0 \nu}^j H_\nu^{(1)} (k r_j) \mathrm{e}^{\mathrm{i}\nu
\theta_j}
+ \sum_{m=1}^{\infty} \frac{\cos k_m (z+d)}{\cos kd} \sum_{\nu = -
\infty}^{\infty} A_{m \nu}^j K_\nu (k_m r_j) \mathrm{e}^{\mathrm{i}\nu
\theta_j},
</math></center>
with discrete coefficients <math>A_{m \nu}^j</math>. The positive wavenumber <math>k</math>
is related to <math>\alpha</math> by the [[Dispersion Relation for a Free Surface]]
<center><math>
\alpha = k \mathrm{tanh} k d,\,
</math></center>
and the values of <math>k_m</math>, <math>m>0</math>, are given as positive real roots of
[[Dispersion Relation for a Free Surface]]
<center><math>
\alpha + k_m \tan k_m d = 0\,
</math></center>
The incident potential upon body <math>\Delta_j</math> can be also be expanded in
cylindrical eigenfunctions,
<center><math>
\phi_j^\mathrm{I} (r_j,\theta_j,z) = \frac{\cosh k(z+d)}{\cosh kd}
\sum_{\mu = - \infty}^{\infty} D_{0 \mu}^j J_\mu (k r_j) \mathrm{e}^{\mathrm{i}\mu
\theta_j}
+ \sum_{m=1}^{\infty} \frac{\cos k_m (z+d)}{\cos kd} \sum_{\mu = -
\infty}^{\infty} D_{m\mu}^j I_\mu (k_m r_j) \mathrm{e}^{\mathrm{i}\mu
\theta_j},
</math></center>
with discrete coefficients <math>D_{m\mu}^j</math>. A system of equations for the
coefficients of the scattered wavefields for the bodies are derived
in an analogous way to the infinite depth case. The derivation is
simpler because all the coefficients are discrete and the
diffraction transfer operator can be represented by an
infinite dimensional matrix.
Truncating the infinite dimensional matrix as well as the
coefficient vectors appropriately, the resulting system of
equations is given by 
<center><math>
{\mathbf a}_l = {\mathbf B}_l \Big( {\mathbf d}_l^\mathrm{In} +
\sum_{j=1,j \neq l}^{N}  {\mathbf T}_{jl} \,
{\mathbf a}_j \Big),  l=1, \ldots, N,
</math></center>
where <math>{\mathbf a}_l</math> is the coefficient vector of the scattered
wave, <math>{\mathbf d}_l^\mathrm{In}</math> is the coefficient vector of the
ambient incident wave, <math>{\mathbf B}_l</math> is the diffraction transfer
matrix of <math>\Delta_l</math> and <math>{\mathbf T}_{jl}</math> is the coordinate transformation
matrix analogous to  (T_elem_deep).
 
The calculation of the diffraction transfer matrices is
also similar to the infinite depth case. [[Free-Surface Green Function]] for [[Finite Depth]]
in cylindrical polar coordinates
<center><math>
G(r,\theta,z;s,\varphi,c)= \frac{\mathrm{i}}{2} \,
\frac{\alpha^2-k^2}{d(\alpha^2-k^2)-\alpha}\, \cosh (z+d) \cosh k(c+d)
\sum_{\nu=-\infty}^{\infty} H_\nu^{(1)}(k r) J_\nu(k s) \mathrm{e}^{\mathrm{i}\nu
(\theta - \varphi)}
</math></center>
<center><math>
+ \frac{1}{\pi} \sum_{m=1}^{\infty}
\frac{k_m^2+\alpha^2}{d(k_m^2+\alpha^2)-\alpha}\, \cos k_m(z+d) \cos
k_m(c+d) \sum_{\nu=-\infty}^{\infty} K_\nu(k_m r) I_\nu(k_m s) \mathrm{e}^{\mathrm{i}\nu
(\theta - \varphi)},
</math></center>
given by [[Black 1975]] and [[Fenton 1978]], needs to be used instead
of the infinite depth Green's function  (green_inf).
The elements of <math>{\mathbf B}_j</math> are therefore given by
<center><math>
({\mathbf B}_j)_{pq} = \frac{\mathrm{i}}{2} \,
\frac{(\alpha^2-k^2)\cosh^2 kd}{d(\alpha^2-k^2)-\alpha} \int\limits_{\Gamma_j}
\cosh k(c+d) J_p(\alpha s) \mathrm{e}^{-\mathrm{i}p \varphi} \varsigma_q^j(\mathbf{\zeta})
\mathrm{d}\sigma_\mathbf{\zeta}
</math></center>
and
<center><math>
({\mathbf B}_j)_{pq} = \frac{1}{\pi}
\frac{(k_m^2+\alpha^2)\cos^2 k_md}{d(k_m^2+\alpha^2)-\alpha}
\int\limits_{\Gamma_j} \cos k_m(c+d) I_p(\eta s) \mathrm{e}^{-\mathrm{i}p
\varphi} \varsigma_q^j(\mathbf{\zeta}) \mathrm{d}\sigma_\mathbf{\zeta}
</math></center>
for the propagating and the decaying modes respectively, where
<math>\varsigma_q^j(\mathbf{\zeta})</math> is the source strength distribution
due to an incident potential of mode <math>q</math> of the form
<center><math>
\phi_q^{\mathrm{I}}(s,\varphi,c) =  \frac{\cosh k_m(c+d)}{\cosh kd}
H_q^{(1)} (k s) \mathrm{e}^{\mathrm{i}q \varphi}
</math></center>
for the propagating modes, and
<center><math>
\phi_q^{\mathrm{I}}(s,\varphi,c) = \frac{\cos k_m(c+d)}{\cos kd} K_q
(k_m s) \mathrm{e}^{\mathrm{i}q \varphi}
</math></center>
</math></center>
for the decaying modes.
<math>m \in \mathbb{N}</math>, <math>\mu \in \mathbb{Z}</math>, <math>l=1,\dots,N</math>.

Latest revision as of 10:24, 2 May 2010

Introduction

This is an interaction theory which provides the exact solution (i.e. it is not based on a Wide Spacing Approximation). The theory uses the Cylindrical Eigenfunction Expansion and Graf's Addition Theorem to represent the potential in local coordinates. The incident and scattered potential of each body are then related by the associated Diffraction Transfer Matrix. Interaction Theory for Cylinders presents a simplified version for cylinders.

The basic idea is as follows: The scattered potential of each body is represented in the Cylindrical Eigenfunction Expansion associated with the local coordinates centred at the mean centre position of the body. Using Graf's Addition Theorem, the scattered potential of all bodies (given in their local coordinates) can be mapped to an incident potential associated with the coordinates of all other bodies. Doing this, the incident potential of each body (which is given by the ambient incident potential plus the scattered potentials of all other bodies) is given in the Cylindrical Eigenfunction Expansion associated with its local coordinates. Using the Diffraction Transfer Matrix, which relates the incident and scattered potential of each body in isolation, a system of equations for the coefficients of the scattered potentials of all bodies is obtained.

The theory is described in Kagemoto and Yue 1986 and in Peter and Meylan 2004.

The derivation of the theory in Infinite Depth is also presented, see Kagemoto and Yue Interaction Theory for Infinite Depth.

Equations of Motion

The problem consists of [math]\displaystyle{ n }[/math] bodies [math]\displaystyle{ \Delta_j }[/math] with immersed body surface [math]\displaystyle{ \Gamma_j }[/math]. Each body is subject to the Standard Linear Wave Scattering Problem and the particluar equations of motion for each body (e.g. rigid, or freely floating) can be different for each body. It is a Frequency Domain Problem with frequency [math]\displaystyle{ \omega }[/math]. The solution is exact, up to the restriction that the escribed cylinder of each body may not contain any other body. To simplify notation, [math]\displaystyle{ \mathbf{y} = (x,y,z) }[/math] always denotes a point in the water, which is assumed to be of Finite Depth [math]\displaystyle{ h }[/math], while [math]\displaystyle{ \mathbf{x} }[/math] always denotes a point of the undisturbed water surface assumed at [math]\displaystyle{ z=0 }[/math].

The equations are the following

[math]\displaystyle{ \begin{align} \Delta\phi &=0, &-h\lt z\lt 0,\,\,\mathbf{x} \in \Omega \\ \partial_z\phi &= 0, &z=-h, \\ \partial_z \phi &= \alpha \phi, &z=0,\,\,\mathbf{x} \in \partial \Omega_{\mathrm{F}}, \end{align} }[/math]


(note that the last expression can be obtained from combining the expressions:

[math]\displaystyle{ \begin{align} \partial_z \phi &= -\mathrm{i} \omega \zeta, &z=0,\,\,\mathbf{x} \in \partial \Omega_{\mathrm{F}}, \\ \mathrm{i} \omega \phi &= g\zeta, &z=0,\,\,\mathbf{x} \in \partial \Omega_{\mathrm{F}}, \end{align} }[/math]

where [math]\displaystyle{ \alpha = \omega^2/g \, }[/math])

[math]\displaystyle{ \partial_n\phi = \mathcal{L}\phi, \quad \mathbf{x}\in\partial\Omega_B, }[/math]

where [math]\displaystyle{ \mathcal{L} }[/math] is a linear operator which relates the normal and potential on the body surface through the physics of the body.

The Sommerfeld Radiation Condition is also imposed.

Eigenfunction expansion of the potential

Each body is subject to an incident potential and moves in response to this incident potential to produce a scattered potential. Each of these is expanded using the Cylindrical Eigenfunction Expansion The scattered potential of a body [math]\displaystyle{ \Delta_j }[/math] can be expressed as

[math]\displaystyle{ \phi_j^\mathrm{S} (r_j,\theta_j,z) = \sum_{m=0}^{\infty} f_m(z) \sum_{\mu = - \infty}^{\infty} A_{m \mu}^j K_\mu (k_m r_j) \mathrm{e}^{\mathrm{i}\mu \theta_j}, }[/math]

with discrete coefficients [math]\displaystyle{ A_{m \mu}^j }[/math], where [math]\displaystyle{ (r_j,\theta_j,z) }[/math] are cylindrical polar coordinates centered at each body

[math]\displaystyle{ f_m(z) = \frac{\cos k_m (z+h)}{\cos k_m h}. }[/math]

where [math]\displaystyle{ k_m }[/math] are found from [math]\displaystyle{ \alpha }[/math] by the Dispersion Relation for a Free Surface

[math]\displaystyle{ \alpha + k_m \tan k_m h = 0\,. }[/math]

where [math]\displaystyle{ k_0 }[/math] is the imaginary root with negative imaginary part and [math]\displaystyle{ k_m }[/math], [math]\displaystyle{ m\gt 0 }[/math], are given the positive real roots ordered with increasing size.

The incident potential upon body [math]\displaystyle{ \Delta_j }[/math] can be also be expanded in regular cylindrical eigenfunctions,

[math]\displaystyle{ \phi_j^\mathrm{I} (r_j,\theta_j,z) = \sum_{n=0}^{\infty} f_n(z) \sum_{\nu = - \infty}^{\infty} D_{n\nu}^j I_\nu (k_n r_j) \mathrm{e}^{\mathrm{i}\nu \theta_j}, }[/math]

with discrete coefficients [math]\displaystyle{ D_{n\nu}^j }[/math]. In these expansions, [math]\displaystyle{ I_\nu }[/math] and [math]\displaystyle{ K_\nu }[/math] denote the modified : Bessel functions of the first and second kind, respectively, both of order [math]\displaystyle{ \nu }[/math].

Note that the term for [math]\displaystyle{ m =0 }[/math] or [math]\displaystyle{ n=0 }[/math] corresponds to the propagating modes while the terms for [math]\displaystyle{ m\geq 1 }[/math] ([math]\displaystyle{ n\geq 1 }[/math]) correspond to the evanescent modes.

Derivation of the system of equations

A system of equations for the unknown coefficients of the scattered wavefields of all bodies is developed. This system of equations is based on transforming the scattered potential of [math]\displaystyle{ \Delta_j }[/math] into an incident potential upon [math]\displaystyle{ \Delta_l }[/math] ([math]\displaystyle{ j \neq l }[/math]). Doing this for all bodies simultaneously, and relating the incident and scattered potential for each body, a system of equations for the unknown coefficients is developed. Making use of the periodicity of the geometry and of the ambient incident wave, this system of equations can then be simplified.

The scattered potential [math]\displaystyle{ \phi_j^{\mathrm{S}} }[/math] of body [math]\displaystyle{ \Delta_j }[/math] needs to be represented in terms of the incident potential [math]\displaystyle{ \phi_l^{\mathrm{I}} }[/math] upon [math]\displaystyle{ \Delta_l }[/math], [math]\displaystyle{ j \neq l }[/math]. This can be accomplished by using Graf's Addition Theorem

[math]\displaystyle{ K_\tau(k_m r_j) \mathrm{e}^{\mathrm{i}\tau (\theta_j-\varphi_{jl})} = \sum_{\nu = - \infty}^{\infty} K_{\tau + \nu} (k_m R_{jl}) \, I_\nu (k_m r_l) \mathrm{e}^{\mathrm{i}\nu (\pi - \theta_l + \varphi_{jl})}, \quad j \neq l, }[/math]

which is valid provided that [math]\displaystyle{ r_l \lt R_{jl} }[/math]. Here, [math]\displaystyle{ (R_{jl},\varphi_{jl}) }[/math] are the polar coordinates of the mean centre position of [math]\displaystyle{ \Delta_{l} }[/math] in the local coordinates of [math]\displaystyle{ \Delta_{j} }[/math].

The limitation [math]\displaystyle{ r_l \lt R_{jl} }[/math] only requires that the escribed cylinder of each body [math]\displaystyle{ \Delta_l }[/math] does not enclose any other origin [math]\displaystyle{ O_j }[/math] ([math]\displaystyle{ j \neq l }[/math]). However, the expansion of the scattered and incident potential in cylindrical eigenfunctions is only valid outside the escribed cylinder of each body. Therefore the condition that the escribed cylinder of each body [math]\displaystyle{ \Delta_l }[/math] does not enclose any other origin [math]\displaystyle{ O_j }[/math] ([math]\displaystyle{ j \neq l }[/math]) is superseded by the more rigorous restriction that the escribed cylinder of each body may not contain any other body.

Making use of the eigenfunction expansion as well as Graf's Addition Theorem, the scattered potential of [math]\displaystyle{ \Delta_j }[/math] can be expressed in terms of the incident potential upon [math]\displaystyle{ \Delta_l }[/math] as

[math]\displaystyle{ \phi_j^{\mathrm{S}} (r_l,\theta_l,z) = \sum_{m=0}^\infty f_m(z) \sum_{\tau = - \infty}^{\infty} A_{m\tau}^j \sum_{\nu = -\infty}^{\infty} (-1)^\nu K_{\tau-\nu} (k_m R_{jl}) I_\nu (k_m r_l) \mathrm{e}^{\mathrm{i}\nu \theta_l} \mathrm{e}^{\mathrm{i}(\tau-\nu) \varphi_{jl}} }[/math]
[math]\displaystyle{ = \sum_{m=0}^\infty f_m(z) \sum_{\nu = -\infty}^{\infty} \Big[ \sum_{\tau = - \infty}^{\infty} A_{m\tau}^j (-1)^\nu K_{\tau-\nu} (k_m R_{jl}) \mathrm{e}^{\mathrm{i}(\tau - \nu) \varphi_{jl}} \Big] I_\nu (k_m r_l) \mathrm{e}^{\mathrm{i}\nu \theta_l}. }[/math]

The ambient incident wavefield [math]\displaystyle{ \phi^{\mathrm{In}} }[/math] can also be expanded in the eigenfunctions corresponding to the incident wavefield upon [math]\displaystyle{ \Delta_l }[/math]. Let [math]\displaystyle{ \tilde{D}_{n\nu}^{l} }[/math] denote the coefficients of this ambient incident wavefield in the incoming eigenfunction expansion for [math]\displaystyle{ \Delta_l }[/math] (cf. the example in Cylindrical Eigenfunction Expansion).

[math]\displaystyle{ \phi^{\mathrm{In}}(r_l,\theta_l,z)= \sum_{n=0}^\infty f_n(z) \sum_{\nu = -\infty}^{\infty} \tilde{D}_{n\nu}^{l} I_\nu (k_n r_l) \mathrm{e}^{\mathrm{i}\nu \theta_l}. }[/math]

The total incident wavefield upon body [math]\displaystyle{ \Delta_j }[/math] can now be expressed as

[math]\displaystyle{ \phi_l^{\mathrm{I}}(r_l,\theta_l,z) = \phi^{\mathrm{In}}(r_l,\theta_l,z) + \sum_{j=1,j \neq l}^{N} \, \phi_j^{\mathrm{S}} (r_l,\theta_l,z) }[/math]

This allows us to write

[math]\displaystyle{ \sum_{n=0}^{\infty} f_n(z) \sum_{\nu = - \infty}^{\infty} D_{n\nu}^l I_\nu (k_n r_l) \mathrm{e}^{\mathrm{i}\nu \theta_l} }[/math]
[math]\displaystyle{ = \sum_{n=0}^\infty f_n(z) \sum_{\nu = -\infty}^{\infty} \Big[ \tilde{D}_{n\nu}^{l} + \sum_{j=1,j \neq l}^{N} \sum_{\tau = -\infty}^{\infty} A_{n\tau}^j (-1)^\nu K_{\tau - \nu} (k_n R_{jl}) \mathrm{e}^{\mathrm{i}(\tau - \nu) \varphi_{jl}} \Big] I_\nu (k_n r_l) \mathrm{e}^{\mathrm{i}\nu \theta_l}. }[/math]

It therefore follows that

[math]\displaystyle{ D_{n\nu}^l = \tilde{D}_{n\nu}^{l} + \sum_{j=1,j \neq l}^{N} \sum_{\tau = -\infty}^{\infty} A_{n\tau}^j (-1)^\nu K_{\tau - \nu} (k_n R_{jl}) \mathrm{e}^{\mathrm{i}(\tau - \nu) \varphi_{jl}} }[/math]

Final Equations

The scattered and incident potential of each body [math]\displaystyle{ \Delta_l }[/math] can be related by the Diffraction Transfer Matrix acting in the following way,

[math]\displaystyle{ A_{m \mu}^l = \sum_{n=0}^{\infty} \sum_{\nu = -\infty}^{\infty} B_{m n \mu \nu}^l D_{n\nu}^l. }[/math]

The substitution of this into the equation for relating the coefficients [math]\displaystyle{ D_{n\nu}^l }[/math] and [math]\displaystyle{ A_{m \mu}^l }[/math]gives the required equations to determine the coefficients of the scattered wavefields of all bodies,

[math]\displaystyle{ A_{m\mu}^l = \sum_{n=0}^{\infty} \sum_{\nu = -\infty}^{\infty} B_{mn\mu\nu}^l \Big[ \tilde{D}_{n\nu}^{l} + \sum_{j=1,j \neq l}^{N} \sum_{\tau = -\infty}^{\infty} A_{n\tau}^j (-1)^\nu K_{\tau - \nu} (k_n R_{jl}) \mathrm{e}^{\mathrm{i}(\tau -\nu) \varphi_{jl}} \Big], }[/math]

[math]\displaystyle{ m \in \mathbb{N} }[/math], [math]\displaystyle{ \mu \in \mathbb{Z} }[/math], [math]\displaystyle{ l=1,\dots,N }[/math].