Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 241
0.02 roughness smooth , uniform flow smooth , uniform flow , pressure taps based on compiled data Shell experiments ... smooth cyl polished surface smooth forced oscillations , uniform flow , towed roughness = 0.0002 , uniform Now s ...
0.02 roughness smooth , uniform flow smooth , uniform flow , pressure taps based on compiled data Shell experiments ... smooth cyl polished surface smooth forced oscillations , uniform flow , towed roughness = 0.0002 , uniform Now s ...
Page 265
INTERACTION OF WAVES WITH INTAKE - PIPE FLOW B. Padmanabhan Department of Ocean Engineering University of Hawaii , Manoa Honolulu , Hawaii Fig . 1 Intake pipe in the presence of oblique. 1994 OMAE – Volume I , Offshore Technology ASME ...
INTERACTION OF WAVES WITH INTAKE - PIPE FLOW B. Padmanabhan Department of Ocean Engineering University of Hawaii , Manoa Honolulu , Hawaii Fig . 1 Intake pipe in the presence of oblique. 1994 OMAE – Volume I , Offshore Technology ASME ...
Page 325
A method is presented for identifying the model parameters from lift force and fluid velocity data obtained from periodic or random flow conditions . = = = Um The following symbols are used in this paper : A ( t ) amplitude function Cl ...
A method is presented for identifying the model parameters from lift force and fluid velocity data obtained from periodic or random flow conditions . = = = Um The following symbols are used in this paper : A ( t ) amplitude function Cl ...
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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