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

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Page 39

The normal stress condition ( 10 ) and the corresponding tangential stress conditions are appropriate only if the free - surface

The normal stress condition ( 10 ) and the corresponding tangential stress conditions are appropriate only if the free - surface

**boundary**- layer is sufficiently resolved . Since it is difficult to resolve the**boundary**- layer at full ...Page 112

Figure 8 presents a more detailed plot of the first- and second - order relative errors for the different locations of the radiation

Figure 8 presents a more detailed plot of the first- and second - order relative errors for the different locations of the radiation

**boundary**. From this figure it can be seen that while the first - order relative errors are all less ...Page 274

ml " non ~ The general solution for the velocity potential in the frequency domain may be given as : 0 = Re ( A. Weito se tiwe + A o Woe to se iwt + Anvuelton se viwe ) -iwt = A ( 5a ) n = 1 OPEN

ml " non ~ The general solution for the velocity potential in the frequency domain may be given as : 0 = Re ( A. Weito se tiwe + A o Woe to se iwt + Anvuelton se viwe ) -iwt = A ( 5a ) n = 1 OPEN

**BOUNDARY**INNER DOMAIN IMAGINARY OUTER ...### 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 | |

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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