## 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

Results 1-3 of 73

Page 4

A The

value , because of the effect of sample size . Gumbel ( 1958 ) published a table

for the correction of or for the FT- I distribution for the purpose of parameter ...

A The

**standard**deviation of a sample is always smaller than the above ensemblevalue , because of the effect of sample size . Gumbel ( 1958 ) published a table

for the correction of or for the FT- I distribution for the purpose of parameter ...

Page 244

Tidal Prediction Error All computed

constituents listed in table 5 are less than 0.37 cm. For the barometric

constituents this is 0.44 cm. We computed 119 phase locked tidal constituents of

which only 30 ...

Tidal Prediction Error All computed

**standard**error levels (Table 4) of the tidalconstituents listed in table 5 are less than 0.37 cm. For the barometric

constituents this is 0.44 cm. We computed 119 phase locked tidal constituents of

which only 30 ...

Page 244

Period Average barometric pressure equivalent hydrostatic head ( m ) All

computed

are less than 0.37 cm . For the barometric constituents this is 0.44 cm . We

computed ...

Period Average barometric pressure equivalent hydrostatic head ( m ) All

computed

**standard**error levels ( Table 4 ) of the tidal constituents listed in table 5are less than 0.37 cm . For the barometric constituents this is 0.44 cm . We

computed ...

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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