Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 127
... scale is a definite possibility , as has already been demonstrated during full scale tests . Such intense cavitation leads to the possibility of erosion damage at full scale . Since blocked flow conditions are more prevalent for ducted ...
... scale is a definite possibility , as has already been demonstrated during full scale tests . Such intense cavitation leads to the possibility of erosion damage at full scale . Since blocked flow conditions are more prevalent for ducted ...
Page 229
... scale effect , or viscous effect . It means that for horizontal forces , the average viscous effect coefficients are approximately 0.6 to both e / D = 0.0 and e / D = 0.2 . For the vertical forces , they are 0.9 and 0.8 when e / D = 0.0 ...
... scale effect , or viscous effect . It means that for horizontal forces , the average viscous effect coefficients are approximately 0.6 to both e / D = 0.0 and e / D = 0.2 . For the vertical forces , they are 0.9 and 0.8 when e / D = 0.0 ...
Page 375
... scale ) Draft T = 0.938 m ( 51.59 m full scale ) Diameter D = 0.327 m ( 17.99 m full scale ) Draft T = 1.438 m ( 79.09 m full scale ) The water depth in the model tests was H = 10 m ( 550 m full scale ) Surface Discretization One ...
... scale ) Draft T = 0.938 m ( 51.59 m full scale ) Diameter D = 0.327 m ( 17.99 m full scale ) Draft T = 1.438 m ( 79.09 m full scale ) The water depth in the model tests was H = 10 m ( 550 m full scale ) Surface Discretization One ...
Contents
PART | 1 |
Sea Surface Wind Stress in Stratified Atmospheric Flow | 49 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 65 |
Copyright | |
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acceleration amplitude analysis axial boundary conditions calculated cavitation cnoidal waves comparison components computed crest heights cylinder damping dent displacement distribution drag drag coefficient effects element equation estimated experimental factor Figure flow fluid force coefficients Fourier freak waves free surface function given Hilbert transform horizontal hull hydrodynamic hydrodynamic forces inertia interaction irregular wave linear wave LRFD maximum measured method monotower motion natural frequency nondimensional nonlinear North Sea obtained Ocean Offshore Structures OMAE oscillating parameters platform potential potential flow predicted pressure Proc reliability Reynolds number seastates second-order shear ship shown simulation skeg solution spectrum Statoil stress surface elevation Table theoretical transfer function transient wave values variable vertical vibration vortex induced vibrations vortex shedding wave elevation wave force wave kinematics wave load wave theory wave train Wheeler stretching wind