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

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Page 55

THE LIFT FORCES ACTING ON A SUBMARINE COMPOSITE PIPELINE IN A WAVE - CURRENT COEXISTING

THE LIFT FORCES ACTING ON A SUBMARINE COMPOSITE PIPELINE IN A WAVE - CURRENT COEXISTING

**FIELD**Yu - cheng Li and Ning - chuan Zhang Department of Civil Engineering Dalian University of Technology Dalian , China 56 Combination of Model ...Page 65

disturbance potential o asr increases , the potential ois satisfies an ordinary Sommerfeld condition and is convergent at far

disturbance potential o asr increases , the potential ois satisfies an ordinary Sommerfeld condition and is convergent at far

**field**. From the above discussion , it can be seen that the zeroth order potential satisfies the same boundary ...Page 265

The wave - current interaction model is based on the assumption that the current

The wave - current interaction model is based on the assumption that the current

**field**is slowly varying in comparison with the wave**field**. With the use of the dispersion relation , an equation is derived for the wave number that also ...### 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