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

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Page 296

Comparisons of the computational results are made based on the wave

Comparisons of the computational results are made based on the wave

**height**enhancement factors . First the wave**height**enhancement at the cylinder ( i.e. the run - up ) is considered for the three seastates . In Fig . 2 the wave**height**...Page 297

The wave

The wave

**height**enhancement factors are determined at the position of measurement assuming a 2 - D and a 3 - D seastate ... The significant wave**heights**are determined for the undisturbed 2 - D and 3 - D seastates , thus providing ...Page 373

The number of annual storms Non where the significant wave

The number of annual storms Non where the significant wave

**height**exceed the threshold hen is assumed to be Poisson distributed , and is given by ( $ r ) ** Pn . ( min ) ( 14 ) Zwave - force seasta te ( nen ! Assuming that the annual ...### What people are saying - Write a review

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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 | |

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### Common terms and phrases

amplitude analysis applied approach approximately assumed body boundary buoy calculated Circular coefficient compared components considered correlation corresponding 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 Mechanics method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio relative represent respectively response Reynolds number risk second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind