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 71
... wind in y - direction , and k2 : spatial correlation coefficient of fluctuating wind in x - direction . Drag coefficients were evaluated with using Table 6 and the resulting coefficients were substituted into equation ( 2 ) to estimate ...
... wind in y - direction , and k2 : spatial correlation coefficient of fluctuating wind in x - direction . Drag coefficients were evaluated with using Table 6 and the resulting coefficients were substituted into equation ( 2 ) to estimate ...
Page 233
... WIND FIELD ANALYSIS All winds in this study refer to the average " effective neutral wind speed " at 10 - m height ( Cardone , 1969 ; also Cardone et al . , 1990 ) , a virtual wind speed that has been widely accepted by the ocean ...
... WIND FIELD ANALYSIS All winds in this study refer to the average " effective neutral wind speed " at 10 - m height ( Cardone , 1969 ; also Cardone et al . , 1990 ) , a virtual wind speed that has been widely accepted by the ocean ...
Page 356
... Wind mean Wind velocities and wind directions were measured at three points atop 8m poles on the mo del ( 10m high from sea level ) . In order to investigate spatial distribution of wind and gust in large scale ( up to 182 m ) , three wind ...
... Wind mean Wind velocities and wind directions were measured at three points atop 8m poles on the mo del ( 10m high from sea level ) . In order to investigate spatial distribution of wind and gust in large scale ( up to 182 m ) , three wind ...
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