Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 13
... region and accelerated at the tip region for f = 0.35 . The blockage becomes larger for f = 0.50 . On the other hand , the flow patterns for f = 0.25 and 0.75 is quite different to ones for f 0.35 and 0.50 . In the cases of 0.25 and ...
... region and accelerated at the tip region for f = 0.35 . The blockage becomes larger for f = 0.50 . On the other hand , the flow patterns for f = 0.25 and 0.75 is quite different to ones for f 0.35 and 0.50 . In the cases of 0.25 and ...
Page 196
... region . But , as the flow goes downstream , the shear layer expands and the velocity gradient decreases gradually . The streamwise velocities for the tandem fence have appreciable negative values in the re- circulating region of Y / D ...
... region . But , as the flow goes downstream , the shear layer expands and the velocity gradient decreases gradually . The streamwise velocities for the tandem fence have appreciable negative values in the re- circulating region of Y / D ...
Page 298
... Region II Region I y sea boulom ( 4 ) Matching boundary Fig.1 Definition of coordinate and problem The fluid is assumed invicid and incompressible and the flow is irrotational . Velocity potential can be used to describe the fluid ...
... Region II Region I y sea boulom ( 4 ) Matching boundary Fig.1 Definition of coordinate and problem The fluid is assumed invicid and incompressible and the flow is irrotational . Velocity potential can be used to describe the fluid ...
Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
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20th International Conference ABAQUS air chamber amplitude analysis angle Arctic Engineering beam bending breakwater bridge calculated CO₂ coefficient Conference on Offshore connector construction damping deformation developed diffraction distribution drift force dynamic ecosystem model effect elastic response environmental equation experimental FBSP Feb May Aug fence Figure floating breakwater flow freak waves frequency function girder guide vane hindcast HIPAN horizontal hydrodynamic hydroelastic response incident wave irregular waves Japan Large Floating Structures layer linear load maneuvers measured Mechanics and Arctic Mega-Float method Mobile Offshore Base model tests modules moon-pool mooring forces mooring system motion mussels non-linear ocean Offshore Mechanics PETROBRAS phytoplankton predicted RADARSAT-1 reef Rio de Janeiro ship shoreline shown shows significant wave height simulation submerged plate suction Tokyo Bay turbine Uchiumi velocity vertical displacements VLFS water depth wave energy absorbing wave period wave power wind