## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |

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Page 277

200 U = 0 A ' = -54 ergslug A ' = -18 ergslug 120 A ' = -5.4 ergsług A ' = -1.8 ergs /

vg 40 - VORTICITY ( -DU / DY ) -40 At the

rising , we consider three boundary conditions : the traditional fixed no - slip ...

200 U = 0 A ' = -54 ergslug A ' = -18 ergslug 120 A ' = -5.4 ergsług A ' = -1.8 ergs /

vg 40 - VORTICITY ( -DU / DY ) -40 At the

**surface**towards which the vortices arerising , we consider three boundary conditions : the traditional fixed no - slip ...

Page 556

M N second fundamental form coefficient second fundamental form coefficient

requirements , such as automobile and yacht bodies , the creation of a final

design ...

M N second fundamental form coefficient second fundamental form coefficient

**surface**unit normal n P q ( 0 ) needed to ... For**surfaces**with high aestheticrequirements , such as automobile and yacht bodies , the creation of a final

design ...

Page 557

These lines can be used for the detection of

For a

constant and equal to c , where Oscsi , ( 0 sa s 90 ° ) , n is the

...

These lines can be used for the detection of

**surface**irregularities ( Poeschl 84 ] .For a

**surface**r ( u , v ) , an isophote is a line for which the quantity n • L = cosa isconstant and equal to c , where Oscsi , ( 0 sa s 90 ° ) , n is the

**surface**unit normal...

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### Contents

Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |

HYDRODYNAMIC FORCES | 47 |

The Force Coefficients on Inclined Cylinder in Random Wave and Current | 57 |

Copyright | |

45 other sections not shown

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### Common terms and phrases

acting added mass amplitude analysis applied array assumed body boundary calculated circular coefficient compared comparison component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element elevation Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser second-order ship shown shown in Fig simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind