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

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Page 63

The

The

**problem**is linearized by a perturbation method based on the assumption of small current velocity and linear wave theory . The interaction among cylinders is represented by waves emitted from adjacent cylinders towards the cylinder ...Page 65

The first order

The first order

**problem**differs from the zeroth order one only in the free surface condition , and the far field condition ... SOLUTIONS OF THE**PROBLEMS**The**problems**formulated in the previous section will be solved separately for the ...Page 67

Each of these two

Each of these two

**problems**is solved by first seeking a particular solution which satisfies corresponding inhomogeneous ... Since the zeroth order diffraction potential can be regarded as a solution of corresponding homogeneous**problem**...### 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