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 Coefficients for the Composite Pipeline In case of regular wave-current
coexisting field In such a situation, the lift forces for each wave are quite uniform.
The difference between the maximum lift force in each wave are small, so the ...
Lift Force Coefficients for the Composite Pipeline In case of regular wave-current
coexisting field In such a situation, the lift forces for each wave are quite uniform.
The difference between the maximum lift force in each wave are small, so the ...
Page 207
where FL 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 FL 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 ;V harmonic components of the lift
force using a (properly calibrated) lift force coefficient, Cl(u), and phase t!>(n) for ...
2 Models for lift forces in oscillatory flow Fourier Series Model. Chakrabarti, et al, [
4] proposed a model which would superpose ;V harmonic components of the lift
force using a (properly calibrated) lift force coefficient, Cl(u), and phase t!>(n) for ...
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Contents
OCEAN WAVES AND ENERGY | 1 |
HYDRODYNAMIC FORCES | 45 |
COMPUTATIONAL HYDRODYNAMICS | 91 |
Copyright | |
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added mass amplitude analysis boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction drag coefficient drag force drift force dynamic effects energy Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maxima maximum measured method model tests modes mooring line nonlinear obtained Ocean OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values vector velocity potential vertical vibration vortex shedding water depth wave force wave frequency wave height wave power wind