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
... Table 4 . Table 4 : Wave characteristics measured in the tow / wave basin . Parameter Test Gravity - type Wave Height Wave Period Wave Length Central Spar Wave Height Tandem Wave Period Wave Length Full Scale 8.44 m Model Scale 0.374 m ...
... Table 4 . Table 4 : Wave characteristics measured in the tow / wave basin . Parameter Test Gravity - type Wave Height Wave Period Wave Length Central Spar Wave Height Tandem Wave Period Wave Length Full Scale 8.44 m Model Scale 0.374 m ...
Page 135
... Table 3. As seen from the Table , the lowest range of motion of the grid is observed for orientation 2. The maximal tensile stress in the mooring grid lines is also the lowest for this orientation ( 0.13263 × 108 Pa vs. 0.1654x108 Pa ...
... Table 3. As seen from the Table , the lowest range of motion of the grid is observed for orientation 2. The maximal tensile stress in the mooring grid lines is also the lowest for this orientation ( 0.13263 × 108 Pa vs. 0.1654x108 Pa ...
Page 163
... Table 1. For each model the rotation was constant for all axial air velocities . The flow properties for the different flow coefficients are shown in Table 2 . The flow coefficient , o , is the ratio of the axial Φ = velocity to the ...
... Table 1. For each model the rotation was constant for all axial air velocities . The flow properties for the different flow coefficients are shown in Table 2 . The flow coefficient , o , is the ratio of the axial Φ = velocity to the ...
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 buoy buoyant body cable element cage bottom calculated central spar cage 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 mean wave measured Mechanics and Arctic MEGA-FLOAT meters method modal coordinate mode shape mooring force mooring lines mooring system navigation 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