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Practical Ship Hydrodynamics

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244 <strong>Practical</strong> <strong>Ship</strong> <strong>Hydrodynamics</strong><br />

N<br />

Input; initialize flow<br />

field with uniform folw<br />

Compute geometry<br />

information for panels<br />

Set up system of equations<br />

for unknown source strengths<br />

Solve system of equation<br />

Compute velocity etc. (up to 2<br />

derivatives) on free surface<br />

Error decreased?<br />

Compute new wave height<br />

Compute velocity etc.<br />

on new free surface<br />

Compute velocity on hull<br />

Pressure integration<br />

New sinkage and trim<br />

Iteration end?<br />

Out put<br />

STOP<br />

Figure 7.1 Flow chart of iterative solution<br />

N<br />

Underrelax unknown<br />

source strengths<br />

The hull condition (no penetration of ship hull) requires that the normal<br />

velocity on the hull vanishes:<br />

En Ðr D 0<br />

En is the inward unit normal vector on the ship hull.<br />

The transom stern condition (atmospheric pressure at the edge of the transom<br />

stern z D zT) is derived from Bernoulli’s equation:<br />

1<br />

2⊲r ⊳2 C gzT D 1<br />

2V2 with g D 9.81 m/s 2 . This condition is non-linear in the unknown potential. We<br />

assume that the water flows at the stern predominantly in the x direction, such

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