Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 213
Curves 16, 18, and 17 represent rms, mean amplitude and peak lift coefficients,
respectively. Humphreys' curve 18 of mean amplitude lift coefficients agrees well
with McGregor's mean amplitude lift coefficient curve 27 which was derived by ...
Curves 16, 18, and 17 represent rms, mean amplitude and peak lift coefficients,
respectively. Humphreys' curve 18 of mean amplitude lift coefficients agrees well
with McGregor's mean amplitude lift coefficient curve 27 which was derived by ...
Page 214
(1981), showed a high jump of the lift coefficient, from 0.3 to 0.63, in a relatively
small Reynolds number range, 4x103-1.1x104. Their data represent mean
amplitude values obtained from stationary cylinders in flowing water in a water
flume, ...
(1981), showed a high jump of the lift coefficient, from 0.3 to 0.63, in a relatively
small Reynolds number range, 4x103-1.1x104. Their data represent mean
amplitude values obtained from stationary cylinders in flowing water in a water
flume, ...
Page 222
Gerrard's rms lift coefficient was derived from pressure measurements, and has a
maximum value of 0.92 at Reynolds number about 9x104. The lift decreases for
Reynolds numbers >10s. Gerrard's curve is a best-fit to the data. Curves 7 and 8,
...
Gerrard's rms lift coefficient was derived from pressure measurements, and has a
maximum value of 0.92 at Reynolds number about 9x104. The lift decreases for
Reynolds numbers >10s. Gerrard's curve is a best-fit to the data. Curves 7 and 8,
...
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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