Seakeeping In Random Waves

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Wave and Wave Body Interactions
Current Chapter Seakeeping In Random Waves
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Seakeeping in random waves

  • Assume known the ambient wave spectral density S_{\zeta}(\omega_0)\, assumed unidirectional for simplicity
 \frac{1}{2}A_i^2 = S(\omega_i)\Delta\omega \,
  •  \int_0^\infty S_\zeta(\omega) \mathrm{d}\omega = \sigma_\zeta^2 \equiv \, Variance of the wave elevation of ambient random seastate, assumed Gaussian with zero mean
  • Assuming that the RAO(\omega)\, of a seakeeping quantity  X(t) \, has been determined from a frequency domain analysis;

Spectral analysis with forward-speed

 \omega = \left| \omega_0 - U \frac{\omega_0^2}{g} \cos \beta \right|
  • Ambient wave spectral density  S_\zeta(\omega_0)\, is defined relative to the absolute wave frequency  \omega_0\,.
  • The  RAO_X(\omega) \, is usually defined relative to the encounter frequency  \omega\,.
  • The relation of  \omega \leftrightarrow \omega_0 \, is not single valued. The question thus arises of what is the \sigma_X^2\,?

Answer

  • Given \omega_0 \,, a single value of \omega\, always follows.
  • The opposite is not always true. Given \omega\, there may exist multiple \omega_0\,'s satisfying the encounter frequency relation.
  • Therefore it is much simpler to parameterize with respect to \omega_0\,, even when the RAO(\omega)\, is evaluated as a function of \omega\,.

Proceed as follows:

Simply redefine the RAO(\omega)\, as follows:

 \left|RAO_3\right|(\omega) = \left|RAO_3\right| \left( \omega_0 - U \frac{\omega_0^2}{g} \cos\beta \right) \equiv \left|RAO_3 \right| (\omega_0) \,

New function of \omega_0\, by virtue of the  \omega \leftrightarrow\, \omega_0 relation.

The standard deviation of heave follows by simple integration over  \omega_0\,:

 \sigma_3^2 = \int_0^\infty \mathrm{d}\omega_0 S_\zeta \left(\omega_0\right) \left|RAO_3^*\left(\omega_0\right)\right|^2
  • The opposite choice of parameterizing the above integral w.r.t. \omega\, ends up with a lot of unnecessary algebra.


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