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 181
... experiments CLAROM T - 10s experiments CLAROM T - 5s experiments CLAROM T - 25 experiments CLAROM T - 1.756 numerical VIC ( KC - 2 ) numerical VIC ( KC - 2.5 ) 0 Log10 ( Re ) experiments CLAROM T = 10s experiments CLAROM T = 5s experiments ...
... experiments CLAROM T - 10s experiments CLAROM T - 5s experiments CLAROM T - 25 experiments CLAROM T - 1.756 numerical VIC ( KC - 2 ) numerical VIC ( KC - 2.5 ) 0 Log10 ( Re ) experiments CLAROM T = 10s experiments CLAROM T = 5s experiments ...
Page 182
... experiments CLAROM T = 1.758 experiments CLAROM T = 5s • numerical VIC Re = 10000 a numencal VIC Re - 1000 ( coal ) > numerical VIC Re - 10000 ( coal . ) Drag coefficient 2 Inertia coefficient 2.5 3 1.5 0.2 0.4 0.6 0.8 2 o Cdy square ...
... experiments CLAROM T = 1.758 experiments CLAROM T = 5s • numerical VIC Re = 10000 a numencal VIC Re - 1000 ( coal ) > numerical VIC Re - 10000 ( coal . ) Drag coefficient 2 Inertia coefficient 2.5 3 1.5 0.2 0.4 0.6 0.8 2 o Cdy square ...
Page 365
... experiments . But the quantitative theoretical values are between 35 % and 50 % more than the experimental values through the entire range . It is quite probable that the after - peak impact pressures in the theoretical model could be ...
... experiments . But the quantitative theoretical values are between 35 % and 50 % more than the experimental values through the entire range . It is quite probable that the after - peak impact pressures in the theoretical model could be ...
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