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 40
... depth for blocking wave is found to be about 10 % of wave length . So , when wave period of 14s is targeted , depth of barrier plate is about 30m . But wave drifting force increases by blocking wave , especially in the case of short ...
... depth for blocking wave is found to be about 10 % of wave length . So , when wave period of 14s is targeted , depth of barrier plate is about 30m . But wave drifting force increases by blocking wave , especially in the case of short ...
Page 80
... depth of d = 20m and the plate length of 35m . This plate is mainly effective for the survival wave , and can reduce the incident wave height of Hw = 20m to 10m . The plate length is decided so that FBSP can be built in the large scale ...
... depth of d = 20m and the plate length of 35m . This plate is mainly effective for the survival wave , and can reduce the incident wave height of Hw = 20m to 10m . The plate length is decided so that FBSP can be built in the large scale ...
Page 324
... depth sea and in variable depth sea . Obviously , the constant sea depth assumption , which is frequently made , is not appropriate giving completely different response compared to that in variable depth sea . Figure 5 shows a snapshot ...
... depth sea and in variable depth sea . Obviously , the constant sea depth assumption , which is frequently made , is not appropriate giving completely different response compared to that in variable depth sea . Figure 5 shows a snapshot ...
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