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

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Page 111

NUMERICAL IMPLEMENTATION The bounding contour T is now discretized into

a number of small line elements with the

derivative being assumed to vary linearly within an element. Under this

assumption, the ...

NUMERICAL IMPLEMENTATION The bounding contour T is now discretized into

a number of small line elements with the

**velocity potential**and its normalderivative being assumed to vary linearly within an element. Under this

assumption, the ...

Page 273

Key Words: Optimal Wave Absorber, Open Boundary Condition, Energy Flux

Amplitude Ratio NOMENCLATURE

A0, An coefficients in the expansion for the

velocity ...

Key Words: Optimal Wave Absorber, Open Boundary Condition, Energy Flux

Amplitude Ratio NOMENCLATURE

**velocity potential**amplitude of incident waveA0, An coefficients in the expansion for the

**velocity**-**potential**a (t) absorbervelocity ...

Page 274

Consider now that at x = 0 we impose a rigid termination boundary such that the

normal velocity of this boundary x(y,t) ... *e iw' + #, A.V."] (5a) ** where Ao is the

Consider now that at x = 0 we impose a rigid termination boundary such that the

normal velocity of this boundary x(y,t) ... *e iw' + #, A.V."] (5a) ** where Ao is the

**velocity potential**amplitude of the incident wave A'o is the**velocity potential**...### 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 | |

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