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

### From inside the book

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Page 52

9 : Measured drag and lift

as functions of Reynolds number . ( k / D = 1.10 % ) . The K - joint is defined as

measuring section 1 in Fig . 3b . The drag and the lift

are ...

9 : Measured drag and lift

**coefficient**for K - joint for four different current anglesas functions of Reynolds number . ( k / D = 1.10 % ) . The K - joint is defined as

measuring section 1 in Fig . 3b . The drag and the lift

**coefficients**for this sectionare ...

Page 53

CONCLUSIONS For the T - joint the variation of the drag

Reynolds number for current angles 0 ° 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 0 ° 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 AN 000 0.81 ( a ) -250 AS -500 zla оо 0.5 10 15 20 25 30 3.5 40 + / T

Fig.8 Horizontal Wave Force

a Stokes Wave , Case ( 4 ) , Force

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

Fig.8 Horizontal Wave Force

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

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

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### Contents

SPECIAL SESSION HYDRODYNAMICS | 1 |

HYDRODYNAMIC FORCES | 29 |

SECONDORDER EFFECTS | 113 |

Copyright | |

47 other sections not shown

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### Common terms and phrases

acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic incident included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces