Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 1American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 192
... falling droplet is taken to be laminar when the Reynolds number is greater than 1 but less than 1000 ( equivalent diameter 80 to 2000 μm ) . The corresponding Reynolds number can be calculated by ( Bohm , 1992 ) : Re = 6k CDP 1+ CDP ( χ ...
... falling droplet is taken to be laminar when the Reynolds number is greater than 1 but less than 1000 ( equivalent diameter 80 to 2000 μm ) . The corresponding Reynolds number can be calculated by ( Bohm , 1992 ) : Re = 6k CDP 1+ CDP ( χ ...
Page 509
... falling heights ranging from 1 to 4 meters . The falling angles used in the computation are 20 , 30 , 40 and 50 degrees . The relationship between the horizontal velocity and the falling height is almost linear for a particular falling ...
... falling heights ranging from 1 to 4 meters . The falling angles used in the computation are 20 , 30 , 40 and 50 degrees . The relationship between the horizontal velocity and the falling height is almost linear for a particular falling ...
Page 511
... falling angle . For a particular falling angle the difference in the magnitudes of the maximum normal accelerations is very large for the upper and lower limits of falling heights considered and this difference increases as the falling ...
... falling angle . For a particular falling angle the difference in the magnitudes of the maximum normal accelerations is very large for the upper and lower limits of falling heights considered and this difference increases as the falling ...
Contents
HYDRODYNAMIC FORCES | 1 |
OMAE99OFT4071 | 9 |
OMAE99OFT4072 | 19 |
Copyright | |
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amplitude analysis angle applied approach approximately ASME assumed axial boundary buoy buoyancy cable calculated coefficient compared comparison components computed Conference configuration connector considered Copyright cylinder damping defined depending determine developed diameter direction discrete displacement distribution domain drag dynamic effect element Engineering equation experimental experiments expressed falling fatigue Figure floating flow fluid force FPSO frequency function geometry given height horizontal hydrodynamic increase initial International length lift force linear load Marine mass maximum mean measured Mechanics method mode module mooring line motion nonlinear obtained Offshore operation parameters performed period platform position prediction presented pressure problem range relative respectively response riser rope ship shown shows side simulation solution spheres spray stiffness stress structure surface Table tension tests transverse values velocity vertical vessel water depth wave