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 127
... scale values very different from the surroundings . The movement of the chosen gray - scale values can then be used to infer planar motion ( Swift et al . , 1997 ) . Input Parameters For the towing tests , the carriage was set to ...
... scale values very different from the surroundings . The movement of the chosen gray - scale values can then be used to infer planar motion ( Swift et al . , 1997 ) . Input Parameters For the towing tests , the carriage was set to ...
Page 140
... scale models of a gravity - type fish cage and a single spar , high tension mooring as shown in Fig . 1. The ratio between the wave basin depth ( 2.44 meters ) and site depth ( 55 meters ) , equal to 1 / 22.5 , was chosen to be the scale ...
... scale models of a gravity - type fish cage and a single spar , high tension mooring as shown in Fig . 1. The ratio between the wave basin depth ( 2.44 meters ) and site depth ( 55 meters ) , equal to 1 / 22.5 , was chosen to be the scale ...
Page 142
... scale model test using a 0.83 second wave ( 3.94 seconds full scale ) with a height of 6 cm ( 1.35 meter full scale ) are shown on Fig . 2. The heave , pitch , and surge represent the response to surface elevation displacement , wave ...
... scale model test using a 0.83 second wave ( 3.94 seconds full scale ) with a height of 6 cm ( 1.35 meter full scale ) are shown on Fig . 2. The heave , pitch , and surge represent the response to surface elevation displacement , wave ...
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