Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 350
However, the measured data show that the higher frequency response will be
more energetic than predicted by KBLDYN. For both tests, the simulated
displacement amplitudes are approximately one foot greater than the measured
amplitudes ...
However, the measured data show that the higher frequency response will be
more energetic than predicted by KBLDYN. For both tests, the simulated
displacement amplitudes are approximately one foot greater than the measured
amplitudes ...
Page 31
RESULTS AND DISCUSSION Velocity Data The locations at which
measurements were made on the platform are shown in Figure 2. Figure 3 ... A
diagrammatic comparison of the simulated and measured values is shown in
Figures 4 and 5.
RESULTS AND DISCUSSION Velocity Data The locations at which
measurements were made on the platform are shown in Figure 2. Figure 3 ... A
diagrammatic comparison of the simulated and measured values is shown in
Figures 4 and 5.
Page 59
Uncertainties Related to the Hindcast Values at the Storm Maximum
Measurements of the significant wave height are available for 68 storm events.
Measured values are shown versus the hindcast values in Fig. 4 and the
difference is ...
Uncertainties Related to the Hindcast Values at the Storm Maximum
Measurements of the significant wave height are available for 68 storm events.
Measured values are shown versus the hindcast values in Fig. 4 and the
difference is ...
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Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind