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

### From inside the book

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Page 41

The patch of

equations that maintains a constant kinetic energy. The resolution of this

particular simulation is 512 x 64 x 65 grid points. This resolution is sufficient to

model the half ...

The patch of

**turbulence**is sustained by a source term in the NavierStokesequations that maintains a constant kinetic energy. The resolution of this

particular simulation is 512 x 64 x 65 grid points. This resolution is sufficient to

model the half ...

Page 144

Wind spectra are often used to simulate the fluctuating wind velocity to account

for the wind

platforms. Several

...

Wind spectra are often used to simulate the fluctuating wind velocity to account

for the wind

**turbulence**effect in the dynamic analysis and design of offshoreplatforms. Several

**turbulent**wind spectral formulations (Harris, Davenport, Hino,...

Page 217

Higher values seem to be associated with lower

The lift spectrum then widens and the peak Strouhal frequency reduces below

0.2. Multiple peaks occur in the lift spectrum for supercritical flow. Strouhal

numbers ...

Higher values seem to be associated with lower

**turbulence**of the incident flow.The lift spectrum then widens and the peak Strouhal frequency reduces below

0.2. Multiple peaks occur in the lift spectrum for supercritical flow. Strouhal

numbers ...

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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