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 28
... surface , V is the velocity , and k and n are constants that depend on the surface . Nowadays n is taken as 2 , and f , referred to as the drag coefficient , depends the roughness and shape of the surface . The smoother the surface in ...
... surface , V is the velocity , and k and n are constants that depend on the surface . Nowadays n is taken as 2 , and f , referred to as the drag coefficient , depends the roughness and shape of the surface . The smoother the surface in ...
Page 185
FREE SURFACE EFFECT OF SHALLOW WATER WAVES Rujian Ma & Guixi Li Dept. of Mechanical & Electrical Engineering University of Jinan Jinan , Shandong 250002 P.R. China Wave sensors Figure 1 The installation of the experiments Wave.
FREE SURFACE EFFECT OF SHALLOW WATER WAVES Rujian Ma & Guixi Li Dept. of Mechanical & Electrical Engineering University of Jinan Jinan , Shandong 250002 P.R. China Wave sensors Figure 1 The installation of the experiments Wave.
Page 187
... surface becomes less significant . On the other hand , for a given water depth , when the wave height increases , the free surface effect becomes more and more important as compared with the total force . Therefore , the free surface ...
... surface becomes less significant . On the other hand , for a given water depth , when the wave height increases , the free surface effect becomes more and more important as compared with the total force . Therefore , the free surface ...
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