## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |

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Page 52

8 : Measured drag and lift

as functions of Reynolds number . ( k / D = 1.10 % ) . ... The drag and the lift

° ...

8 : Measured drag and lift

**coefficient**for KT - joint for four different current anglesas functions of Reynolds number . ( k / D = 1.10 % ) . ... The drag and the lift

**coefficients**for this section are presented in Figure 9 for current angles equal to 0° ...

Page 53

CONCLUSIONS For the T - joint the variation of the drag

Reynolds number for current angles Oo and ... The values of the drag

in the sub - critical and in the super - critical flow regime are , however , very

close to ...

CONCLUSIONS For the T - joint the variation of the drag

**coefficient**with theReynolds number for current angles Oo and ... The values of the drag

**coefficients**in the sub - critical and in the super - critical flow regime are , however , very

close to ...

Page 111

5.00 250 - 000 N 0.81 ( a ) -250 T AS -500 z / d оо 0.5 10 15 20 25 30 3.5 40 + / T

481 Fig.8 Horizontal Wave Force

for a Stokes Wave , Case ( 4 ) , Force

5.00 250 - 000 N 0.81 ( a ) -250 T AS -500 z / d оо 0.5 10 15 20 25 30 3.5 40 + / T

481 Fig.8 Horizontal Wave Force

**Coefficient**and Overturning Moment**Coefficient**for a Stokes Wave , Case ( 4 ) , Force

**Coefficient**F / pg R'H / 2 Overturning ...### What people are saying - Write a review

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### Contents

CONTENTS | 131 |

High Frequency Hydrodynamic Damping of a TLP | 147 |

A Comparison of Results | 153 |

Copyright | |

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### Common terms and phrases

acceleration added amplitude analysis angle applied approach approximately assumed body boundary cable calculated coefficients compared components computed considered constant coordinate corresponding cylinder damping depth determined developed diffraction direction displacement distribution domain drag drift dynamic effect element Engineering equation estimated experimental experiments expressed field Figure floating flow fluid force free surface frequency function given height hydrodynamic included increase integral length lift force linear load mass maximum mean measured Mechanics method mode mooring motion natural nonlinear obtained Offshore operation oscillation period phase pile platform position potential predicted present pressure problem production range ratio relative represents respectively response second-order separation ship shown shows simulation solution stiffness structure surface surge Table Technology tension tests theory values velocity vertical vessel wave