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

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Page 296

First the wave

for the three seastates. In Fig. 2 the wave

around the cylinder is depicted for the three seastates. It is readily seen that the ...

First the wave

**height**enhancement at the cylinder (i.e. the run-up) is consideredfor the three seastates. In Fig. 2 the wave

**height**enhancement factor variationaround the cylinder is depicted for the three seastates. It is readily seen that the ...

Page 297

enhancement factors are determined at the position of measurement assuming a

2-D and a 3-D seastate, respectively. The seastates are determined by a

JONSWAP ...

**height**H, and corresponding peak periods T, is fabricated. The wave**height**enhancement factors are determined at the position of measurement assuming a

2-D and a 3-D seastate, respectively. The seastates are determined by a

JONSWAP ...

Page 373

The number of annual storms Nu, where the significant wave

threshold h, is assumed to be Poisson distributed, and is given by "th (d) t ) e-” nu,

' - Assuming that the annual largest significant wave

...

The number of annual storms Nu, where the significant wave

**height**exceed thethreshold h, is assumed to be Poisson distributed, and is given by "th (d) t ) e-” nu,

' - Assuming that the annual largest significant wave

**height**appear in the annual...

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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