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 193
... fence deployed in tandem is expected to be more effective in containing the spilt oil in marine environments . Assessment of the effectiveness of tandem fence is analyzed by tracking the oil droplets which are released in the upstream ...
... fence deployed in tandem is expected to be more effective in containing the spilt oil in marine environments . Assessment of the effectiveness of tandem fence is analyzed by tracking the oil droplets which are released in the upstream ...
Page 196
... fence would tend to float up to the free surface . Thus , if it is assumed that the oil layer covers the free surface between the tandem fence , it is our focal subject to find out if the computational method of the flow field with the ...
... fence would tend to float up to the free surface . Thus , if it is assumed that the oil layer covers the free surface between the tandem fence , it is our focal subject to find out if the computational method of the flow field with the ...
Page 197
... fence . Thus , contrary to the anticipation that the deeper draft of the oil fence would be more effective , the results show the opposite phenomenon . CONCLUSIONS From the results of the present investigation , the following ...
... fence . Thus , contrary to the anticipation that the deeper draft of the oil fence would be more effective , the results show the opposite phenomenon . CONCLUSIONS From the results of the present investigation , the following ...
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