Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
Results 1-3 of 82
Page 55
1994 OMAE – Volume I, Offshore Technology ASME 1994 THE LIFT FORCES
ACTING ON A SUBMARINE COMPOSITE PIPELINE IN A WAVE-CURRENT
COEXISTING FIELD Yu-cheng Li and Ning-chuan Zhang Department of Civil ...
1994 OMAE – Volume I, Offshore Technology ASME 1994 THE LIFT FORCES
ACTING ON A SUBMARINE COMPOSITE PIPELINE IN A WAVE-CURRENT
COEXISTING FIELD Yu-cheng Li and Ning-chuan Zhang Department of Civil ...
Page 65
To ensure the uniqueness of the solution a proper far field condition should be
added. The diffracted wave has to satisfy a Sommerfeld radiation condition which
should be modified due to the effects of slow current. This effect will make the ...
To ensure the uniqueness of the solution a proper far field condition should be
added. The diffracted wave has to satisfy a Sommerfeld radiation condition which
should be modified due to the effects of slow current. This effect will make the ...
Page 265
The wave-current interaction model is based on the assumption that the current
field is slowly varying in comparison with the wave field. With the use of the
dispersion relation, an equation is derived for the wave number that also
depends on ...
The wave-current interaction model is based on the assumption that the current
field is slowly varying in comparison with the wave field. With the use of the
dispersion relation, an equation is derived for the wave number that also
depends on ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
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 | |
15 other sections not shown
Other editions - View all
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