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

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Page 51

Therefore, the CPU time in the

required by the double convolution, and more than two order lower than using

double cosine function summation. The

order ...

Therefore, the CPU time in the

**present**method is one order lower than thatrequired by the double convolution, and more than two order lower than using

double cosine function summation. The

**present**approach can produce second-order ...

Page 97

Eq. (18) — Momentum theory Calculation of Xi, Xi, Xi Eq. (17) 1.0H --- x, Za. o -

2.0 ©

Simulation algorithm for body motion £0.5N 5– —L L 1 i 2.0 3.0 4.0 5.0 L/B Fig.6 ...

Eq. (18) — Momentum theory Calculation of Xi, Xi, Xi Eq. (17) 1.0H --- x, Za. o -

2.0 ©

**Present**method T L K22=0.0 tf/m o Inne LOO - p Time Increment of O Fig.2Simulation algorithm for body motion £0.5N 5– —L L 1 i 2.0 3.0 4.0 5.0 L/B Fig.6 ...

Page 181

This is demonstrated in Figure 2 which shows the

the vertical axis, recoverable reserves on the horizontal axis and a set of curves

representing a range of reserves per well (i.e., amount of oil eventually produced

...

This is demonstrated in Figure 2 which shows the

**present**value of reserves onthe vertical axis, recoverable reserves on the horizontal axis and a set of curves

representing a range of reserves per well (i.e., amount of oil eventually produced

...

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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