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 34
... hindcast data of this type can be generated only for short time periods ( see table 2 ) . Location Duration of records MAR 79 - OCT 80 JUN 81 MAY 82 RIO DEL REY M'BYA BONNY FORCADOS JUL 79 OCT 80 - SEP 82 PALANCA - NOV 84 OCT 85 · SEP ...
... hindcast data of this type can be generated only for short time periods ( see table 2 ) . Location Duration of records MAR 79 - OCT 80 JUN 81 MAY 82 RIO DEL REY M'BYA BONNY FORCADOS JUL 79 OCT 80 - SEP 82 PALANCA - NOV 84 OCT 85 · SEP ...
Page 36
... hindcast model . Since it is standard practice to use for the design wave height Ho a given percentile of the marginal distribution of H , it is sufficient for the present purpose to study how the marginal distributions of H and M vary ...
... hindcast model . Since it is standard practice to use for the design wave height Ho a given percentile of the marginal distribution of H , it is sufficient for the present purpose to study how the marginal distributions of H and M vary ...
Page 37
... hindcast model and must be applied to each measurement site x ; as well as to the site of interest y . A plausible model should : 1. allow for increased uncertainty on the coefficients a ax and by at sites where the hindcast model has ...
... hindcast model and must be applied to each measurement site x ; as well as to the site of interest y . A plausible model should : 1. allow for increased uncertainty on the coefficients a ax and by at sites where the hindcast model has ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
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added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile