Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 211
Some of the lower maximum lift coefficient values reported could be affected by an early transition of this type during the tests . important role ( King ( 1977 ) ] as cylinder oscillations at the end boundaries can contaminate the ...
Some of the lower maximum lift coefficient values reported could be affected by an early transition of this type during the tests . important role ( King ( 1977 ) ] as cylinder oscillations at the end boundaries can contaminate the ...
Page 358
The values of u ' and v ' in momentum equations are updated as follows : ui = u { ) + Aui ( n ) บ : - = v ' " ' + Avi ( 24 ) 4 Unsteady Flow around Cylinder Two types of unsteady flow around a cylinder are simulated .
The values of u ' and v ' in momentum equations are updated as follows : ui = u { ) + Aui ( n ) บ : - = v ' " ' + Avi ( 24 ) 4 Unsteady Flow around Cylinder Two types of unsteady flow around a cylinder are simulated .
Page 59
This value is rather close to the values given by Eqs . ( 12 and 14 ) . This suggest that a standard deviation of about 1.1 - 1.3m most probably is as good as we can expect by the present state - of - the - art concerning hindcast ...
This value is rather close to the values given by Eqs . ( 12 and 14 ) . This suggest that a standard deviation of about 1.1 - 1.3m most probably is as good as we can expect by the present state - of - the - art concerning hindcast ...
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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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amplitude analysis applied approach approximately assumed body boundary buoy calculated Circular coefficient compared components considered correlation corresponding 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 Mechanics method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio relative represent respectively response Reynolds number risk second-order shedding shown shows simulation solution spectrum structure surface Table tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind