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Practical Ship Hydrodynamics

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z<br />

y<br />

Figure 7.5 Coordinate system used; sources i are located inside contour<br />

z<br />

Numerical example for BEM 251<br />

2. There is atmospheric pressure everywhere on the free surface z D<br />

(dynamic condition). Then Bernoulli’s equation yields<br />

t C 1<br />

2⊲r ⊳2 g D 0<br />

3. There is no flow through the free surface (kinematic condition), i.e. the<br />

local vertical velocity of a particle coincides with the rate of change of the<br />

surface elevation in time:<br />

z D t<br />

4. Differentiation of the dynamic condition with respect to time and combination<br />

with the kinematic condition yields<br />

tt C y yt C z zt g z D 0<br />

This expression can be developed in a Taylor expansion around z D 0.<br />

Omitting all non-linear terms yields then<br />

tt g z D 0<br />

5. There is no flow through the body contour, i.e. the normal velocity of the<br />

water on the body contour coincides with the normal velocity of the hull<br />

(or, respectively, the relative normal velocity between body and water is<br />

zero):<br />

En Ðr DEn ÐEv<br />

Here Ev is the velocity of the body, En is the outward unit normal vector.<br />

6. Waves created by the body must radiate away from the body:<br />

lim<br />

jyj!1 D Re⊲ Oϕe kz e i⊲ωet kjyj⊳<br />

⊳<br />

Oϕ is here a yet undetermined, but constant, amplitude.<br />

Using the harmonic time dependency of the potential, we can reformulate<br />

the Laplace equation and all relevant boundary conditions such that only the<br />

time-independent complex amplitude of the potential O appears:<br />

y<br />

i<br />

X k<br />

X k+1<br />

k<br />

a ik<br />

k+1<br />

n

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