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

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Page 65

The free surface condition satisfied by the zeroth order

that in linear wave problem without current. The condition satisfied by the first

order

on ...

The free surface condition satisfied by the zeroth order

**potential**is the same asthat in linear wave problem without current. The condition satisfied by the first

order

**potential**differs from that of zeroth order only in the inhomogeneous termson ...

Page 66

To make a full description of all these interactions among cylinders, it is assumed

that the wave

= X. A. R.(r)Z(z) e" (18) In (18) R,(r) is a diagonal matrix whose element at row ...

To make a full description of all these interactions among cylinders, it is assumed

that the wave

**potential**emitting from the cylinder j takes a general form as - -> r - *= X. A. R.(r)Z(z) e" (18) In (18) R,(r) is a diagonal matrix whose element at row ...

Page 74

The vertical dependency of the first-order diffracted

linearized radiation

expansions and a two-dimensional higher-order boundary element approach is

used ...

The vertical dependency of the first-order diffracted

**potential**and the associatedlinearized radiation

**potentials**may be expressed in terms of eigenfunctionexpansions and a two-dimensional higher-order boundary element approach is

used ...

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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