Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 183
A comparison of the major cost categories is shown in Figure 8 of CPTs and
FPS's for two water depths and export pipeline lengths. Note the similarity of cost
fractions for the various applications. It is also interesting to note that the
production ...
A comparison of the major cost categories is shown in Figure 8 of CPTs and
FPS's for two water depths and export pipeline lengths. Note the similarity of cost
fractions for the various applications. It is also interesting to note that the
production ...
Page 349
The locations of these gauges were shown in Figure 1 The wave gauges were
calibrated using a standard linear displacement method. The relative water level
on each gauge would be changed by a known distance, and the resulting voltage
...
The locations of these gauges were shown in Figure 1 The wave gauges were
calibrated using a standard linear displacement method. The relative water level
on each gauge would be changed by a known distance, and the resulting voltage
...
Page 387
4.0 I I + dx= +/- 0.05 m 2.0 3.0 4.0 Figure 3: X damping coefficient as a function of
the line configuration (2H, 3H, 4H). Oscillation period: 8s. Motion amplitude: 0.05
m. C: experimental values O: FLOSYS Q: simplified method. 8.0-l I I dx= +/- 0.10 ...
4.0 I I + dx= +/- 0.05 m 2.0 3.0 4.0 Figure 3: X damping coefficient as a function of
the line configuration (2H, 3H, 4H). Oscillation period: 8s. Motion amplitude: 0.05
m. C: experimental values O: FLOSYS Q: simplified method. 8.0-l I I dx= +/- 0.10 ...
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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