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Practical Ship Hydrodynamics

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Numerical example for BEM 237<br />

S is the wetted surface. p is the pressure determined from Bernoulli’s equation:<br />

p D 2 ⊲V 2<br />

⊲r ⊳ 2 ⊳<br />

The force coefficients are then:<br />

Cx D f1<br />

2 V2 S<br />

Cz D f2<br />

2 V2 S<br />

7.1.2 Numerical implementation<br />

The velocity potential is approximated by uniform flow superimposed by<br />

a finite number N of elements. These elements are in the sample program<br />

DOUBL2D desingularized point sources inside the body (Fig. 6.10). The<br />

choice of elements is rather arbitrary, but the most simple elements are selected<br />

here for teaching purposes.<br />

We formulate the potential as the sum of parallel uniform flow (of speed<br />

V) and a residual potential which is represented by the elements:<br />

D Vx C �<br />

iϕ<br />

i is the strength of the ith element, ϕ the potential of an element of unit<br />

strength. The index i for ϕ is omitted for convenience but it should be<br />

understood in the equations below that ϕ refers to the potential of only the<br />

ith element.<br />

Then the Neumann condition on the hull becomes:<br />

N�<br />

iD1<br />

i⊲En Ðrϕ⊳ D Vn1<br />

This equation is fulfilled on N collocation points on the body forming thus<br />

a linear system of equations in the unknown element strengths i. Once the<br />

system is solved, the velocities and pressures are determined on the body.<br />

The pressure integral for the x force is evaluated approximately by:<br />

�<br />

pn1 dS ³<br />

S<br />

N�<br />

iD1<br />

pin1,isi<br />

The pressure, pi, and the inward normal on the hull, ni, are taken constant<br />

over each panel. si is the area of one segment.<br />

For double-body flow, an ‘element’ consists of a source at z D zq and its<br />

mirror image at z D zq. Otherwise, there is no change in the program.

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