Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 41
... turbulence is sustained by a source term in the Navier- Stokes equations that maintains a constant kinetic energy ... turbulence , the contour lines near the front . of the wave packet become distorted . This distortion represents wave ...
... turbulence is sustained by a source term in the Navier- Stokes equations that maintains a constant kinetic energy ... turbulence , the contour lines near the front . of the wave packet become distorted . This distortion represents wave ...
Page 144
... turbulence effect in the dynamic analysis and design of offshore platforms . Several turbulent wind spectral ... turbulence intensity factor of 0.002 , and turbulence length of 5905 ft for the dynamic wind analyses . Extreme values of ...
... turbulence effect in the dynamic analysis and design of offshore platforms . Several turbulent wind spectral ... turbulence intensity factor of 0.002 , and turbulence length of 5905 ft for the dynamic wind analyses . Extreme values of ...
Page 233
... turbulent flow . Their coefficients for smooth and turbulent flow are shown in Figure 5.15 ( 11 % turbulence intensity ) as a function of motion amplitude and turbulence . A response amplitude of 10 % of diameter increased the ...
... turbulent flow . Their coefficients for smooth and turbulent flow are shown in Figure 5.15 ( 11 % turbulence intensity ) as a function of motion amplitude and turbulence . A response amplitude of 10 % of diameter increased the ...
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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added mass amplitude analysis ASME boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction dimensionless drag coefficient drag force drift force dynamic effects 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 maximum measured method model tests modes mooring line nonlinear obtained Ocean Offshore Technology OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio response 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 velocity potential vertical vibration vortex shedding water depth Wave Force wave frequency wave power