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

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Page 63

The

small current velocity and linear wave theory. The interaction among cylinders is

represented by waves emitted from adjacent cylinders towards the cylinder under

...

The

**problem**is linearized by a perturbation method based on the assumption ofsmall current velocity and linear wave theory. The interaction among cylinders is

represented by waves emitted from adjacent cylinders towards the cylinder under

...

Page 65

The free surface condition satisfied by the zeroth order potential is the same as

that in linear wave

order potential differs from that of zeroth order only in the inhomogeneous terms

on ...

The free surface condition satisfied by the zeroth order potential is the same as

that in linear wave

**problem**without current. The condition satisfied by the firstorder potential differs from that of zeroth order only in the inhomogeneous terms

on ...

Page 67

corresponding to the terms f. and f, respectively and will be solved separately due

to the linearity of the

seeking a particular solution which satisfies corresponding inhomogeneous free

...

corresponding to the terms f. and f, respectively and will be solved separately due

to the linearity of the

**problem**. Each of these two**problems**is solved by firstseeking a particular solution which satisfies corresponding inhomogeneous free

...

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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