Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |
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Results 1-3 of 83
Page 240
... Drag Coefficient Versus Reynolds Number Drag force varies with Reynolds number , response ampli- tude , surface roughness , and turbulence intensity . A few experimental studies were found in the literature which have studied these ...
... Drag Coefficient Versus Reynolds Number Drag force varies with Reynolds number , response ampli- tude , surface roughness , and turbulence intensity . A few experimental studies were found in the literature which have studied these ...
Page 241
... drag force was obtained by integration of the pressure . They found that mean drag coefficients decreased with turbulence intensity at subcritical Reynolds numbers and increased with turbulence at supercritical Reynolds numbers . The ...
... drag force was obtained by integration of the pressure . They found that mean drag coefficients decreased with turbulence intensity at subcritical Reynolds numbers and increased with turbulence at supercritical Reynolds numbers . The ...
Page 242
... drag coefficient values as high as 0.85 . However , the cylinder surface was not smooth but had a roughness of 0.0002 . Shell's peak values are about 0.76 for the smooth cylinder . Results from Schmidt tests were based on the drag force ...
... drag coefficient values as high as 0.85 . However , the cylinder surface was not smooth but had a roughness of 0.0002 . Shell's peak values are about 0.76 for the smooth cylinder . Results from Schmidt tests were based on the drag force ...
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 applied ASME assessment axial boundary buoy calculated compliant tower components correlation crack growth curve cylinder damping deck displacement distribution domain drag drag coefficient dynamic effects Engineering equation estimated experimental factor fatigue flow fluid fracture mechanics free surface frequency hindcast horizontal hydrodynamic increase inspection installation interaction jack-up joints lift coefficient lift force linear load matrix maximum measured method modes module mooring line motion nonlinear obtained offshore structures OMAE operation oscillating cylinder parameters peak period phase piles pipe potential predicted pressure probability of failure procedure random random variables ratio reliability response Reynolds number riser risk safety seastate second-order shown in Figure significant wave height simulation spectral spectrum statistical stiffness stress Strouhal tether transfer function tubular variables vector velocity velocity potential vertical vortex shedding water depth wave force Weibull distribution weld wind