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

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Page 128

these figures show that both the mean value and standard deviation of the surge

and heave motion are functions of the

tether mass, tether damping, and tether curvature are ignored. The effect of water

...

these figures show that both the mean value and standard deviation of the surge

and heave motion are functions of the

**water depth**. In conventional method, thetether mass, tether damping, and tether curvature are ignored. The effect of water

...

Page 278

The wave period has been non-dimensionalized as: h n = gT: where h =

absorbers have been analyzed, namely: the piston (or bulkhead) type and the

hinged (or ...

The wave period has been non-dimensionalized as: h n = gT: where h =

**water****depth**g = acceleration due to gravity T = wave period Two kinds of waveabsorbers have been analyzed, namely: the piston (or bulkhead) type and the

hinged (or ...

Page 345

Diameter (mm) 90.0 85.0 80.0 75.0 65.0 60.0

DIAMETERS FOR MOORING LINE OF MIXED COMPOSITION Touchdown point

position (m) 2000.0 1600.0 1200.0 800.0 400.0 0.0 0 200 400 600 800 1000 ...

Diameter (mm) 90.0 85.0 80.0 75.0 65.0 60.0

**Water Depth**(m) FIG. 12: OPTIMUMDIAMETERS FOR MOORING LINE OF MIXED COMPOSITION Touchdown point

position (m) 2000.0 1600.0 1200.0 800.0 400.0 0.0 0 200 400 600 800 1000 ...

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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