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

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Page 268

To increase accuracy , we use cosine - spacing ( see e.g. , Newman , 1985 ) on the entire Ly , and Ly when -Ro < x < 0 . On the remaining portion of L , L , sac - Ro , where L , is the length of the

To increase accuracy , we use cosine - spacing ( see e.g. , Newman , 1985 ) on the entire Ly , and Ly when -Ro < x < 0 . On the remaining portion of L , L , sac - Ro , where L , is the length of the

**pipe**, we use constant - length ...Page 269

The effect of a 3 - D intake -

The effect of a 3 - D intake -

**pipe**flow on linear waves is studied by developing the ray equations and solving them numerically . The set of coupled , nonlinear ordinary differential equations to be solved requires the advance ...Page 410

It should be noted that the size of the setback

It should be noted that the size of the setback

**pipes**also differ depending on the usage . The setback**pipes**are ... Model - 3 : In the third model , the effect of flexibility of the**pipe**was investigated . In this case , one**pipe**per ...### 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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### 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