## 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

boundarylayer formulation. The patch of turbulence ... About two hundred time

steps are used per

...

The

**waves**, however, are simulated at the correct Reynolds number by using ourboundarylayer formulation. The patch of turbulence ... About two hundred time

steps are used per

**wave**period of the 5cm gravity-capillary**wave**. Figure 2 shows...

Page 269

which allows us to calculate the

unperturbed

1.0 if u and v =0, and the perpendicular distance between two adjacent rays, AL.

Recall that ...

which allows us to calculate the

**wave**amplitude variation a, given theunperturbed

**wave**amplitude, ao-1,**wave**number, ko, which would be equal to1.0 if u and v =0, and the perpendicular distance between two adjacent rays, AL.

Recall that ...

Page 297

The

measurement assuming a 2-D and a 3-D seastate, respectively. The seastates

are determined by a JONSWAP spectrum with y = 3.3 and s = 1 in the directional

spreading ...

The

**wave**height enhancement factors are determined at the position ofmeasurement assuming a 2-D and a 3-D seastate, respectively. The seastates

are determined by a JONSWAP spectrum with y = 3.3 and s = 1 in the directional

spreading ...

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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