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 231
Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and Arctic Engineering Rio de Janeiro , Brazil , June 3-8 , 2001 WAVE AND WIND HINDCAST STUDY FOR SOUTHEAST BRAZIL Jose A. M. Lima PETROBRAS Vicent J. Cardone ...
Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and Arctic Engineering Rio de Janeiro , Brazil , June 3-8 , 2001 WAVE AND WIND HINDCAST STUDY FOR SOUTHEAST BRAZIL Jose A. M. Lima PETROBRAS Vicent J. Cardone ...
Page 233
In BOMOS , the wind field hindcast methodology used to specify 6 - hourly winds for the continuous years was essentially the same as utilized for the storm hindcast , namely IOKA with WWS , except that , as noted above ...
In BOMOS , the wind field hindcast methodology used to specify 6 - hourly winds for the continuous years was essentially the same as utilized for the storm hindcast , namely IOKA with WWS , except that , as noted above ...
Page 240
+ Hindcast Winds and Waves Barracuda 971 B / S - 1 Figure 9. Measured ( crosses ) and hindcast ( continuous line ) wind and waves for the month of September 1994 . BOMOS Campos / Santos Basin Hindcast Percent Exceedance and Quantile.
+ Hindcast Winds and Waves Barracuda 971 B / S - 1 Figure 9. Measured ( crosses ) and hindcast ( continuous line ) wind and waves for the month of September 1994 . BOMOS Campos / Santos Basin Hindcast Percent Exceedance and Quantile.
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
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amplitude analysis angle applied arrangement assumed beam bending body bottom breakwater bridge calculated chamber coefficient compared components concept Conference considered construction deformation depth described developed device direction displacement distribution dynamic effect elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder horizontal hydrodynamic hydroelastic increase International irregular waves Japan layer length linear load maneuvers mass mean measured Mega-Float method mode modules mooring motion observed obtained ocean Offshore operation performance position predicted present pressure problem Proceedings ratio reduce reef region Research respectively response rigid scale ship shown shows side significant simulation spectrum submerged plate surface Table Tokyo turbine University vertical VLFS wave energy wave height wave period wind