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The Geometry of Ships

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THE GEOMETRY OF SHIPS 47<br />

Define the nominal lengths <strong>of</strong> the three parent<br />

bodies as:<br />

L 1 X 1 X 0 , L 2 X 2 X 1 , L 3 X 3 X 2 ;<br />

their waterline lengths as:<br />

W 1 1 L 1 , W 2 L 2 , W 3 3 L 3 ;<br />

their displacement volumes as:<br />

V 1 , V 2 , V 3 ;<br />

and their centers <strong>of</strong> buoyancy as:<br />

1 L 1 , X 1 0.5L 2 , X 2 3 L 3 .<br />

( 1 , 3 , 1 , and 3 are all constants that depend on the<br />

original ship geometry.)<br />

Now apply longitudinal affine stretching factors 1 ,<br />

2 , 3 to the three bodies, and reassemble them into a<br />

complete candidate ship. <strong>The</strong> result <strong>of</strong> this construction<br />

is a triply infinite family <strong>of</strong> candidate ship forms, with 1 ,<br />

2 , 3 as parameters. (<strong>The</strong> parent ship is 1 1, 2 1,<br />

3 1.) To determine these parameters, we will impose<br />

an equal number <strong>of</strong> conditions (form parameters):<br />

• Displacement volume, T<br />

• Longitudinal center <strong>of</strong> buoyancy (as a fraction <strong>of</strong> waterline),<br />

T<br />

• Prismatic coefficient, C pT .<br />

(<strong>The</strong> subscript T stands for “target.”)<br />

Next, we need a way to evaluate the form coefficients<br />

as functions <strong>of</strong> 1 , 2 , 3 . <strong>The</strong> properties <strong>of</strong> affine transformation<br />

make this easy. First, the waterline length W<br />

is the sum <strong>of</strong> the body waterlines:<br />

W 1 1 L 1 2 L 2 3 3 L 3 (114)<br />

Displacement volume is the sum <strong>of</strong> the three body<br />

volumes:<br />

T 1 V 1 2 V 2 3 V 3 (115)<br />

Likewise, the x-moment <strong>of</strong> displacement volume is<br />

the sum <strong>of</strong> the body volumes, each multiplied by the X-<br />

coordinates <strong>of</strong> its respective centroid:<br />

M X 1 V 1 [ 1 1 L 1 ]<br />

2 V 2 [ 1 L 1 0.5 2 L 2 ]<br />

3 V 3 [ 1 L 1 2 L 2 3 3 L 3 ]<br />

T T W (116)<br />

<strong>The</strong> prismatic coefficient is:<br />

C pT = T / [A ms W] (117)<br />

where A ms is the midship section area.<br />

Equations (115, 116, 117) are three simultaneous<br />

equations in the three unknowns 1 , 2 , 3 . (Note that in<br />

general, the equations are likely to be nonlinear, though<br />

in this case all but equation (116) can be arranged in linear<br />

form.)<br />

Such a system <strong>of</strong> simultaneous nonlinear equations<br />

can be attacked with the Newton-Raphson method<br />

(Kreyszig 1979; Press, Flannery, Teukolsky & Vetterling<br />

1988). With any luck, this will provide an efficient and accurate<br />

solution. Some numerical pitfalls should be noted.<br />

When the equations are nonlinear, there is no guarantee<br />

that a solution exists; even when they are linear, there is<br />

no guarantee <strong>of</strong> a unique solution. Convergence to a solution<br />

can depend on the values used to start the iteration.<br />

In this example, a solution with any <strong>of</strong> the ’s less<br />

than zero would not be a meaningful result.<br />

A form parameter-based system can also be built<br />

around a general optimization algorithm (Kreyszig<br />

1979; Press, Flannery, Teukolsky & Vetterling 1988),<br />

which seeks to minimize some objective function such<br />

as predicted resistance at a specified operating speed,<br />

or an average surface fairness measure, with equality or<br />

inequality constraints stated in terms <strong>of</strong> various form<br />

parameters.<br />

During the design <strong>of</strong> a vessel, the methods <strong>of</strong> hydrostatic<br />

analysis detailed in Section 9 are applied to tabulate and<br />

graph various hydrostatic properties. This information is<br />

used throughout the design process to assess the hydrostatic<br />

equilibrium and stability. If the vessel is subject to<br />

classification, hydrostatic properties must be submitted<br />

as part <strong>of</strong> that procedure. Further, hydrostatic properties<br />

will be communicated to the owner/operator <strong>of</strong> the vessel<br />

to be utilized during loading and operation. In the<br />

eventuality <strong>of</strong> a collision or grounding, knowledge <strong>of</strong> hydrostatic<br />

properties may be crucial in the conduct and<br />

success <strong>of</strong> salvage operations. Because the data will be<br />

Section 11<br />

Upright Hydrostatic Analysis<br />

used for several functions beyond the design <strong>of</strong>fice, it is<br />

important that it be developed and furnished in a more or<br />

less conventional and agreed-upon format. Such formats<br />

are well established for conventional vessel types. In the<br />

case <strong>of</strong> an unconventional vessel, it may be a challenge to<br />

decide on a relevant set <strong>of</strong> hydrostatic properties, and to<br />

present them in such a way that users <strong>of</strong> the information<br />

can relate them to the standard conventions.<br />

<strong>The</strong> input to the hydrostatic calculation is in most<br />

cases a form <strong>of</strong> <strong>of</strong>fsets on transverse stations, represented<br />

in a computer file. It is important to document the<br />

actual <strong>of</strong>fsets used. Graphic views <strong>of</strong> the <strong>of</strong>fsets are ben-

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