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

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Page 93

The boundary - value problem , which is governed by Poisson's equation , can be converted into an integral equation using Green's second identity . Thus the potential at point P is

The boundary - value problem , which is governed by Poisson's equation , can be converted into an integral equation using Green's second identity . Thus the potential at point P is

**given**by Ž { m , & , + K , X , } - ; i = 1,3 ( 13 ) j ...Page 94

Again using the time derivative of the kinematic boundary condition ,

Again using the time derivative of the kinematic boundary condition ,

**given**by We assume that the convective terms — such as spacial derivatives of the velocity u and v on the free surface ; i.e. du / dx , du / dy , dv / dx and dv / dy ...Page 339

In fact it occurs because of the necessary interaction between the user and the calculation program the inputs for a

In fact it occurs because of the necessary interaction between the user and the calculation program the inputs for a

**given**run ( mooring line composition , lines pretension , mooring pattern ) will depend on the results from the prior ...### 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