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
... calculated in terms of the corresponding Reynolds number : 3.2 . Laminar Motion The flow over the 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 ) ...
... calculated in terms of the corresponding Reynolds number : 3.2 . Laminar Motion The flow over the 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 ) ...
Page 193
... calculated by : x ; = U ( Hc VT ( D1 ) ( 26 ) where He is the initial height of the spray column . The total spray density , m ( x ) , at distance x is simply the sum of the spray density contributed by all droplet size categories . The ...
... calculated by : x ; = U ( Hc VT ( D1 ) ( 26 ) where He is the initial height of the spray column . The total spray density , m ( x ) , at distance x is simply the sum of the spray density contributed by all droplet size categories . The ...
Page 472
... calculated relative wave motion Figures 12 and 13 shows the calculated and measured relative wave motion in head seas for the two tested sea states . As Fig . 14 shows , the calculations overestimates the wave motion along the side ...
... calculated relative wave motion Figures 12 and 13 shows the calculated and measured relative wave motion in head seas for the two tested sea states . As Fig . 14 shows , the calculations overestimates the wave motion along the side ...
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