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 218
... respectively . The water plane area and the water volume of Uchiumi are about 6,600 m2 and 10,000 m3 in average , respectively , and over 40 % of seawater exchanges between inner and outer seas at flood tide . Kobe Osaka Awaji Island ...
... respectively . The water plane area and the water volume of Uchiumi are about 6,600 m2 and 10,000 m3 in average , respectively , and over 40 % of seawater exchanges between inner and outer seas at flood tide . Kobe Osaka Awaji Island ...
Page 335
... respectively . The wave height H * and wave period T * of offshore waves are 0.112m and 1.61s , respectively . The significant double amplitude of vertical displacement Z1 is smaller than the significant wave height H1 inside the reef ...
... respectively . The wave height H * and wave period T * of offshore waves are 0.112m and 1.61s , respectively . The significant double amplitude of vertical displacement Z1 is smaller than the significant wave height H1 inside the reef ...
Page 336
... respectively . In irregular waves , the effect of long period wave components are also observed in the time histories of mooring forces . Table 4 shows the mooring forces at the point MF4 and MF6 for regular wave , single - directional ...
... respectively . In irregular waves , the effect of long period wave components are also observed in the time histories of mooring forces . Table 4 shows the mooring forces at the point MF4 and MF6 for regular wave , single - directional ...
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