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

### From inside the book

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Page 58

bed become more uniform , so the appearance of high

probability of exceedance is rare . Similar to the case of regular waves , the effect

of ...

**Lift Force**Composite Pipeline velocity and vortex shedding phenomena near thebed become more uniform , so the appearance of high

**lift forces**with smallprobability of exceedance is rare . Similar to the case of regular waves , the effect

of ...

Page 207

where F is the measured

diameter, L is the cylinder length, and V is the flow velocity. In model tests on

stationary cylinders, the

...

where F is the measured

**lift force**, p is the fluid mass density, D is the cylinderdiameter, L is the cylinder length, and V is the flow velocity. In model tests on

stationary cylinders, the

**lift force**is measured directly by force transducers (force...

Page 326

2 Models for

4] proposed a model which would superpose N harmonic components of the

2 Models for

**lift forces**in oscillatory flow Fourier Series Model. Chakrabarti, et al, [4] proposed a model which would superpose N harmonic components of the

**lift****force**using a (properly calibrated)**lift force**coefficient, CL(n), and phase w(n) for ...### 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 | |

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