Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 3
... period are assumed constant during the measured time . However , the significant wave height and the mean wave period will vary in a " long - term " prediction of the seas . In order to make long - term prediction of the workable ...
... period are assumed constant during the measured time . However , the significant wave height and the mean wave period will vary in a " long - term " prediction of the seas . In order to make long - term prediction of the workable ...
Page 127
... period . Tow carriage velocity was determined using a series light gates placed at opposite ends of the tank . The tow carriage was timed as it passed through each light gate set and the velocity was calculated . Line tension values ...
... period . Tow carriage velocity was determined using a series light gates placed at opposite ends of the tank . The tow carriage was timed as it passed through each light gate set and the velocity was calculated . Line tension values ...
Page 159
... periods . That is , the maximum occurs at the same position along the L , / ( L , + L2 ) axis for all periods , although the maximum value itself increases with the wave period . This is because the position of this maximum is dependent ...
... periods . That is , the maximum occurs at the same position along the L , / ( L , + L2 ) axis for all periods , although the maximum value itself increases with the wave period . This is because the position of this maximum is dependent ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
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1st-order 2nd-order acoustic amplitude anchor angle Arctic Engineering ASME blade buoy buoyant body cable element cage bottom calculated component compression chamber Copyright deflection diameter distribution Drain Pipeline dynamic equation estimate Figure fish cage flow coefficient fluid function Gauge Number gravity-type grid heave horizontal hydrodynamic hydrodynamic pressure hydroelastic response incident wave irregular waves Japan large floating structures length lift force linear loading located mass mean wave measured Mechanics and Arctic MEGA-FLOAT meters method modal coordinate mode shape mooring force mooring lines mooring system navigation node obtained Ocean Engineering Offshore Mechanics pump Qmax radar RAO(Heave/Wave amp resonant duct response amplitude operators robot semisubmersible sensor shoreline shown in Fig significant wave height simulation spectra spectrum surface Tension Leg tether Theseus towed transponder U-Pipe Bundle unit deck vector vehicle velocity vertical displacement VLFS WaMOS wave conditions wave period wave power wind