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

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Page 64

In addition to satisfying the Laplace equation , the

In addition to satisfying the Laplace equation , the

**potentials**satisfy no penetration flow on the sea bottom and the ... To obtain a particular solution for the problem caused by the effects of steady disturbance**potential**, a Green ...Page 65

disturbance

disturbance

**potential**o asr increases , the**potential**ois satisfies an ordinary Sommerfeld condition and is convergent at far field . From the above discussion , it can be seen that the zeroth order**potential**satisfies the same boundary ...Page 74

The vertical dependency of the first - order diffracted

The vertical dependency of the first - order diffracted

**potential**and the associated linearized radiation**potentials**may be expressed in terms of eigenfunction expansions and a two - dimensional higher - order boundary element approach ...### 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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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