## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 8, Part 2American Society of Mechanical Engineers, 1989 - Arctic regions |

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Page 13

Pc : representative density of a silt curtain Py : density of water oc : normal force

per unit

.-T./9.1 ) fb : a function as a generaf teri of a Superscripts u : upper tension cable ...

Pc : representative density of a silt curtain Py : density of water oc : normal force

per unit

**length**at the riddle point of a cable in a current Tc : : tension paraneter ( 7.-T./9.1 ) fb : a function as a generaf teri of a Superscripts u : upper tension cable ...

Page 134

Can 0.6 1.9 7.5 9.01 2.5 10 15 20 10 7a - l WAVE

/ BO ) 20 WAVE

LINEAR SOLUTION , a . 1.0 m LINEARISATION .a - 1.0 m TIME DOMAIN , a .

Can 0.6 1.9 7.5 9.01 2.5 10 15 20 10 7a - l WAVE

**LENGTH**/ MAXIMUM BEAM ( V/ BO ) 20 WAVE

**LENGTH**7 MAXIMUM BEAM ( 1 / B ) 70-1 | E ( 1 / m ) 3.5LINEAR SOLUTION , a . 1.0 m LINEARISATION .a - 1.0 m TIME DOMAIN , a .

Page 609

Brobability of run

) ( Eqn . 2 ) and Kimura ( 1980 ) ( Eqn . 5 ) are also superimposed .

Brobability of run

**length**: Figures 6 A , B , C and D are plots for probability of run**length**of waves exceeding Hm , and Hs , Theoretical probabilities of Goda ( 1970) ( Eqn . 2 ) and Kimura ( 1980 ) ( Eqn . 5 ) are also superimposed .

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### Contents

HYDRODYNAMIC FORCES | 1 |

WaveCurrent Force on Horizontal Cylinder | 7 |

DoubleFactor Method for the Linearization of Drag Force | 39 |

Copyright | |

45 other sections not shown

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### Common terms and phrases

added mass amplitude analysis applied approach approximately assumed body boundary calculated circular compared components computed considered correlation corresponding cylinder damping defined depends depth described determined direction distribution drag coefficient drift force effect elements Engineering equation estimate experimental experiments expressed extreme factor failure Figure flow fluid free surface frequency function given horizontal hydrodynamic important in-line included increase indicate integral length lift lift force linear load maximum mean measured Mechanics method mode motion nonlinear normal obtained Offshore oscillation parameters period pipeline potential predicted present pressure probability problem random range ratio reference relative reliability represented respectively response second order separation shear ship shown shows simulation solution structure surface Table term tests theory transverse uncertainty variables varying velocity vertical vortex wave force wave height