Difference between revisions of "Two Identical Submerged Docks using Symmetry"
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<math> | <math> | ||
\phi(x,z)=e^{-k_{0}^h (x+L)}\phi_{0}^h\left( | \phi(x,z)=e^{-k_{0}^h (x+L)}\phi_{0}^h\left( | ||
− | z\right) + \sum_{m=0}^{\infty}a_{m}e^{k_{m}^h x}\phi_{m}^h(z), \;\;x<-L_2 | + | z\right) + \sum_{m=0}^{\infty}a_{m}^{s}e^{k_{m}^h x}\phi_{m}^h(z), \;\;x<-L_2 |
</math> | </math> | ||
</center> | </center> | ||
<center> | <center> | ||
<math> | <math> | ||
− | \phi(x,z)= \sum_{m=0}^{\infty}b_{m} | + | \phi(x,z)= \sum_{m=0}^{\infty}b_{m}^{s} |
e^{-k_{m}^d (x+L)}\phi_{m}^d(z) | e^{-k_{m}^d (x+L)}\phi_{m}^d(z) | ||
− | + \sum_{m=0}^{\infty}c_{m} | + | + \sum_{m=0}^{\infty}c_{m}^{s} |
− | e^{k_{m}^d (x-L)}\phi_{m}^d(z) | + | e^{k_{m}^d (x-L)}\phi_{m}^d(z)^{s} |
, \;\;-d<z<0,\,\,x<-L_2,\,-L_1<x<L_1, {\rm or} \, x>L_2 | , \;\;-d<z<0,\,\,x<-L_2,\,-L_1<x<L_1, {\rm or} \, x>L_2 | ||
</math> | </math> | ||
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<center> | <center> | ||
<math> | <math> | ||
− | \phi(x,z)= \sum_{m=0}^{\infty}d_{m} | + | \phi(x,z)= \sum_{m=0}^{\infty}d_{m}^{s} |
e^{\kappa_{m} (x+L)}\psi_{m}(z) | e^{\kappa_{m} (x+L)}\psi_{m}(z) | ||
− | +\sum_{m=0}^{\infty}e_{m} | + | +\sum_{m=0}^{\infty}e_{m}^{s} |
e^{-\kappa_{m} (x-L)}\psi_{m}(z) | e^{-\kappa_{m} (x-L)}\psi_{m}(z) | ||
, \;\;-h<z<-d,\,\,\,-L_2<x<-L_1, {\rm or} \, L_1<x<L_2, | , \;\;-h<z<-d,\,\,\,-L_2<x<-L_1, {\rm or} \, L_1<x<L_2, | ||
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<center> | <center> | ||
<math> | <math> | ||
− | \phi(x,z)= \sum_{m=0}^{\infty}f_{m}\frac{\cosh(k_{m}^h x)}{\cosh(k_m^h L)}\phi_{m}^h(z), \;\;x>L | + | \phi(x,z)= \sum_{m=0}^{\infty}f_{m}^{s}\frac{\cosh(k_{m}^h x)}{\cosh(k_m^h L)}\phi_{m}^h(z), \;\;x>L |
</math> | </math> | ||
</center> | </center> |
Revision as of 10:45, 4 August 2008
Introduction
This is the extension of Eigenfunction Matching for a Submerged Finite Dock using Symmetry in Two Dimensions.. The full theory is not presented here, and details of the matching method can be found in Eigenfunction Matching for a Submerged Semi-Infinite Dock and Two Identical Docks using Symmetry
Governing Equations
We begin with the Frequency Domain Problem for the submerged dock in the region [math]\displaystyle{ x\gt 0 }[/math] (we assume [math]\displaystyle{ e^{i\omega t} }[/math] time dependence). The water is assumed to have constant finite depth [math]\displaystyle{ h }[/math] and the [math]\displaystyle{ z }[/math]-direction points vertically upward with the water surface at [math]\displaystyle{ z=0 }[/math] and the sea floor at [math]\displaystyle{ z=-h }[/math]. The boundary value problem can therefore be expressed as
[math]\displaystyle{ \Delta\phi=0, \,\, -h\lt z\lt 0, }[/math]
[math]\displaystyle{ \phi_{z}=0, \,\, z=-h, }[/math]
[math]\displaystyle{ \partial_z\phi=0, \,\, z=-d,\,-L_2\lt x\lt -L_1,\,\,{\rm and}\,\,L_1\lt x\lt L_2 }[/math]
We must also apply the Sommerfeld Radiation Condition as [math]\displaystyle{ |x|\rightarrow\infty }[/math]. 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 three regions, [math]\displaystyle{ x\lt 0 }[/math] [math]\displaystyle{ -d\lt z\lt 0,\,\,x\gt 0 }[/math], and [math]\displaystyle{ -h\lt z\lt -d,\,\,x\gt 0 }[/math]. The first two regions use the free-surface eigenfunction and the third uses the dock eigenfunctions. Details can be found in Eigenfunction Matching for a Semi-Infinite Dock.
The incident potential is a wave of amplitude [math]\displaystyle{ A }[/math] in displacement travelling in the positive [math]\displaystyle{ x }[/math]-direction. The incident potential can therefore be written as
[math]\displaystyle{ \phi^{\mathrm{I}} =e^{-k_{0}(x+L)}\phi_{0}\left( z\right) }[/math]
The potential can be expanded as
[math]\displaystyle{ \phi(x,z)=e^{-k_{0}^h (x+L)}\phi_{0}^h\left( z\right) + \sum_{m=0}^{\infty}a_{m}^{s}e^{k_{m}^h x}\phi_{m}^h(z), \;\;x\lt -L_2 }[/math]
[math]\displaystyle{ \phi(x,z)= \sum_{m=0}^{\infty}b_{m}^{s} e^{-k_{m}^d (x+L)}\phi_{m}^d(z) + \sum_{m=0}^{\infty}c_{m}^{s} e^{k_{m}^d (x-L)}\phi_{m}^d(z)^{s} , \;\;-d\lt z\lt 0,\,\,x\lt -L_2,\,-L_1\lt x\lt L_1, {\rm or} \, x\gt L_2 }[/math]
and
[math]\displaystyle{ \phi(x,z)= \sum_{m=0}^{\infty}d_{m}^{s} e^{\kappa_{m} (x+L)}\psi_{m}(z) +\sum_{m=0}^{\infty}e_{m}^{s} e^{-\kappa_{m} (x-L)}\psi_{m}(z) , \;\;-h\lt z\lt -d,\,\,\,-L_2\lt x\lt -L_1, {\rm or} \, L_1\lt x\lt L_2, }[/math]
[math]\displaystyle{ \phi(x,z)= \sum_{m=0}^{\infty}f_{m}^{s}\frac{\cosh(k_{m}^h x)}{\cosh(k_m^h L)}\phi_{m}^h(z), \;\;x\gt L }[/math]
The definition of all terms can be found in Eigenfunction Matching for Submerged Semi-Infinite Dock, as can the solution method and the method to extend the solution to waves incident at an angle.
Matlab Code
A program to calculate the coefficients for the submerged semi-infinite dock problems can be found here submerged_finite_dock.m
Additional code
This program requires dispersion_free_surface.m to run