Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 202
150 < Re < 300 300 < Re < 3 x 1 range to turbulence in vortex vortex street is fully
turbulent In the postcritical Reynolds number range (Re>3.5x106), regular vortex
shedding is re-established with a turbulent cylinder boundary layer. The vortex ...
150 < Re < 300 300 < Re < 3 x 1 range to turbulence in vortex vortex street is fully
turbulent In the postcritical Reynolds number range (Re>3.5x106), regular vortex
shedding is re-established with a turbulent cylinder boundary layer. The vortex ...
Page 215
However, it is well documented that for Reynolds numbers 2x105-8x105 (critical
to lower supercritical flow regime) there is a high mean lift coefficient [Schewe (
1983), Bearman (1969)]. The boundary layer becomes turbulent at one side
while ...
However, it is well documented that for Reynolds numbers 2x105-8x105 (critical
to lower supercritical flow regime) there is a high mean lift coefficient [Schewe (
1983), Bearman (1969)]. The boundary layer becomes turbulent at one side
while ...
Page 241
(1983) used stationary cylinders in turbulent flow to measure the drag coefficient
in wind flow at subcritical and supercritical Reynolds numbers. They used
pressure taps to measure the circumferential pressure around the cylinder. The
drag ...
(1983) used stationary cylinders in turbulent flow to measure the drag coefficient
in wind flow at subcritical and supercritical Reynolds numbers. They used
pressure taps to measure the circumferential pressure around the cylinder. The
drag ...
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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