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 1
... of these waves and of their conditions of occurrence . 11,000 wave records which present nearly 2 million individual waves 1 Occurrence of Extreme Waves With Respect to Significant Wave Height Agnès Robin and Michel Olagnon 1.
... of these waves and of their conditions of occurrence . 11,000 wave records which present nearly 2 million individual waves 1 Occurrence of Extreme Waves With Respect to Significant Wave Height Agnès Robin and Michel Olagnon 1.
Page 2
11,000 wave records which present nearly 2 million individual waves at the Frigg Field in the North Sea are processed . The analysis bears on the ratio of maximum to estimated significant wave height , on the period and wave steepness ...
11,000 wave records which present nearly 2 million individual waves at the Frigg Field in the North Sea are processed . The analysis bears on the ratio of maximum to estimated significant wave height , on the period and wave steepness ...
Page 6
5 5.1 WAVE HEIGHTS AND WAVE PERIODS Wave steepness One of the parameters which is often used in description of " freak waves " [ 4 , 13 ] is the wave steepness which is defined as the ratio of the wave height to the wave length . In the ...
5 5.1 WAVE HEIGHTS AND WAVE PERIODS Wave steepness One of the parameters which is often used in description of " freak waves " [ 4 , 13 ] is the wave steepness which is defined as the ratio of the wave height to the wave length . In the ...
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