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

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Page 41

The patch of

The patch of

**turbulence**is sustained by a source term in the NavierStokes equations that maintains a constant kinetic energy . ambient waves n = F , P. The surface rough= ness is the portion of the free - surface elevation that is in ...Page 222

Maximum mean amplitude values are 0.5 and 0.4 for the 0.4 % and 1.6 %

Maximum mean amplitude values are 0.5 and 0.4 for the 0.4 % and 1.6 %

**turbulence**intensity , respectively . Two points are of interest here : 1 ) The effect that**turbulent**intensity has on the lift coefficient in wind tunnel tests ...Page 233

**TURBULENT**FLOW CORRELATION Roll DIMENSIONLESS CORRELATION LENGTH L : LO 20 20/0 20 .10 N 00 o 6 8 TWO POINTS SEPARATION 10 No**TURBULENT**FLOW 北 JO .20 DIMENSIONLESS AMPLITUDE 20/0 5.3.1**Turbulence**by hot wire for the velocity ...### 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 | |

24 other sections not shown

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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 tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind