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

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Page 211

Some of the lower maximum lift coefficient

an early transition of this type during the tests. After the transition, C. remains

approximately constant Most of the data in this regime have been produced from

...

Some of the lower maximum lift coefficient

**values**reported could be affected byan early transition of this type during the tests. After the transition, C. remains

approximately constant Most of the data in this regime have been produced from

...

Page 358

The fourth order smoothing distributions are: – D'(u) = (#50)-wo f=1 (23) The

v"+Av, (24) The fourth-order difference terms of u and v are added to stabilize the

...

The fourth order smoothing distributions are: – D'(u) = (#50)-wo f=1 (23) The

**values**of u and v' in momentum equations are updated as follows: u; = u"+Au, v =v"+Av, (24) The fourth-order difference terms of u and v are added to stabilize the

...

Page 59

Under rather general conditions, the distribution function of the annual largest

Hindcast

height are ...

Under rather general conditions, the distribution function of the annual largest

**value**, Hal, will asymptotically approach the ... Uncertainties Related to theHindcast

**Values**at the Storm Maximum Measurements of the significant waveheight are ...

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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