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

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Page 67

Each of these two problems is solved by first seeking a particular

Each of these two problems is solved by first seeking a particular

**solution**which satisfies corresponding inhomogeneous free surface condition as well as the Laplace equation and boundary conditions at sea bottom and far field .Page 119

This semi - implicit scheme accounts for the ellipticity of the vorticity transport equation better than the explicit scheme where the ellipticity enters only through the

This semi - implicit scheme accounts for the ellipticity of the vorticity transport equation better than the explicit scheme where the ellipticity enters only through the

**solution**of the Poisson equation , equation ( 5 ) ...Page 275

( 0,0x ) , = o dy The

( 0,0x ) , = o dy The

**solution**of Equation ( 10 ) based on energy flux maximization eliminates progressive reflected waves . The same result was obtained by Milgram ( 1965 ) who used directly the consideration that the**solution**have no ...### 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 | |

17 other sections not shown

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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 Technology tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind