Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 12
In particular, some of the WADIC buoys have underwater stings which improve
the buoy stability in the presence of ... sting, which is nonlinear, also serves to
make the buoy pitch partially follow the motion of the subsurface wave orbital
motion.
In particular, some of the WADIC buoys have underwater stings which improve
the buoy stability in the presence of ... sting, which is nonlinear, also serves to
make the buoy pitch partially follow the motion of the subsurface wave orbital
motion.
Page 13
The quantity |vrrp is considered as a constant, with the buoy motions given by
results from previous iterations. The iterative process continues until all the
calculated buoy motions agree to within a specified error with those from the
previous ...
The quantity |vrrp is considered as a constant, with the buoy motions given by
results from previous iterations. The iterative process continues until all the
calculated buoy motions agree to within a specified error with those from the
previous ...
Page 347
BEHAVIOUR OF A MOORED DISCUS BUOY IN AN OCHI-HUBBLE WAVE
SPECTRUM Solomon C. S. Yim Department of Civil Engineering Oregon State
University Corvallis, Oregon ... , Dolo"72 SURGE VELOCITY *.00 0.50 1.00 1-0 ...
BEHAVIOUR OF A MOORED DISCUS BUOY IN AN OCHI-HUBBLE WAVE
SPECTRUM Solomon C. S. Yim Department of Civil Engineering Oregon State
University Corvallis, Oregon ... , Dolo"72 SURGE VELOCITY *.00 0.50 1.00 1-0 ...
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Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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Common terms and phrases
amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind