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ssc-367 - Ship Structure Committee

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T~ = 0.9457*T P’<br />

New<br />

The first equation applies to original Bretschneider wave spectrum,<br />

and the second is the result of recent wave studies (See Reference<br />

A.I).<br />

The peak period, Tp, is an unambiguous property of all common wave<br />

spectra, and is therefore the preferred period to use in describing a<br />

random sea.<br />

A.2.2<br />

CharacteristicWave Heiqhts<br />

From the assumption that the wave elevations tend to follow a<br />

Gaussian distribution, it is possible to show that the wave heights<br />

follow a Rayleigh distribution. Since wave heights are measured from<br />

a through to succeeding crest, wave heights are always positive which<br />

agrees with the non-zero property of the Rayleigh probability<br />

density. From the associated property that the wave heights follow a<br />

Rayleigh distribution, the expected wave height, the significantwave<br />

height, and extreme wave heights may be calculated. The equation for<br />

the average height of the one-over-nth of the highest waves is as<br />

follows.<br />

—<br />

where:<br />

H,,n/ (mo) + = 2* [2*ln(n)]%+<br />

n*(2~)%*{l-erf[(ln(n)}%l}<br />

m<br />

o<br />

is the variance or the area under the energy<br />

spectrum,<br />

In<br />

is the natural logrithm,<br />

erf<br />

is the error function, (the error function is<br />

explained and tables of error function values are<br />

available in mathematics table books.)<br />

A-9

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