Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 58
Lift Force Composite Pipeline velocity and vortex shedding phenomena near the
bed become more uniform , so the appearance of high lift forces with small
probability of exceedance is rare . Similar to the case of regular waves , the effect
of ...
Lift Force Composite Pipeline velocity and vortex shedding phenomena near the
bed become more uniform , so the appearance of high lift forces with small
probability of exceedance is rare . Similar to the case of regular waves , the effect
of ...
Page 207
where F is the measured lift force, p is the fluid mass density, D is the cylinder
diameter, L is the cylinder length, and V is the flow velocity. In model tests on
stationary cylinders, the lift force is measured directly by force transducers (force
...
where F is the measured lift force, p is the fluid mass density, D is the cylinder
diameter, L is the cylinder length, and V is the flow velocity. In model tests on
stationary cylinders, the lift force is measured directly by force transducers (force
...
Page 326
2 Models for lift forces in oscillatory flow Fourier Series Model. Chakrabarti, et al, [
4] proposed a model which would superpose N harmonic components of the lift
force using a (properly calibrated) lift force coefficient, CL(n), and phase w(n) for ...
2 Models for lift forces in oscillatory flow Fourier Series Model. Chakrabarti, et al, [
4] proposed a model which would superpose N harmonic components of the lift
force using a (properly calibrated) lift force coefficient, CL(n), and phase w(n) for ...
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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