## Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 38

F = u2/gée is the Froude number and £e is the characteristic length. The vertical

coordinate 2 is positive upward, and the origin is located at the mean free

. Substituting these decompositions (1 & 4) into the Navier-Stokes equations ...

F = u2/gée is the Froude number and £e is the characteristic length. The vertical

coordinate 2 is positive upward, and the origin is located at the mean free

**surface**. Substituting these decompositions (1 & 4) into the Navier-Stokes equations ...

Page 41

Figure 2 shows contour plots of the initial free-

component of the pressure that is induced by vortical flow. Figure 3 shows the

same functions after the wave packet has interacted with the patch for about three

...

Figure 2 shows contour plots of the initial free-

**surface**elevation and the initialcomponent of the pressure that is induced by vortical flow. Figure 3 shows the

same functions after the wave packet has interacted with the patch for about three

...

Page 94

Intersection of Free

free

introduced by the authors (1992), are applied to this slow drift oscillation model.

Intersection of Free

**Surface**and Body**surface**A Lagrangian description of thefree

**surface**and a control ... point on the moving free**surface**, concepts alreadyintroduced by the authors (1992), are applied to this slow drift oscillation model.

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### Contents

OCEAN WAVES AND ENERGY | 1 |

Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |

Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |

Copyright | |

15 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind