Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 58
... present authors have also used a similar model for 3 - hourly wave data off the coast of Portugal ( Frutuoso et al . , 1993 ) . Each model type has its advantages and drawbacks . In the current context , the problems related to the ...
... present authors have also used a similar model for 3 - hourly wave data off the coast of Portugal ( Frutuoso et al . , 1993 ) . Each model type has its advantages and drawbacks . In the current context , the problems related to the ...
Page 194
... present as the deck horizontal plating surface . The measured horizontal forces showed forces showed only small differences in magnitude , for the same wave conditions , whether the deck plating was solid or porous . Thus the present ...
... present as the deck horizontal plating surface . The measured horizontal forces showed forces showed only small differences in magnitude , for the same wave conditions , whether the deck plating was solid or porous . Thus the present ...
Page 352
... present analysis H1 8 T = 0.00536 and 0.01223 have been chosen to represent moderate and steep waves , respectively . As for h / Hs , an estimate can be found by taking has the most probable largest wave crest among 1000 peaks . Thereby ...
... present analysis H1 8 T = 0.00536 and 0.01223 have been chosen to represent moderate and steep waves , respectively . As for h / Hs , an estimate can be found by taking has the most probable largest wave crest among 1000 peaks . Thereby ...
Contents
OCEAN WAVES | 1 |
VOLUME IA OFFSHORE TECHNOLOGY | 65 |
J Chang | 86 |
Copyright | |
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analysis boundary conditions boundary layer calculated circular cylinder comparison compliant towers components computed corresponding crest criteria damping diffraction direction distribution drag coefficient dynamic effects Engineering equation estimated experimental Figure filter flow fluid force coefficients Fourier free surface fuzzy Hilbert transform hindcast horizontal velocity hydrodynamic impact force in-line incident wave KC number kinematics lift force linear Loop Current maximum measured method Morison motion Myrhaug NewWave non-linear obtained Offshore Structures orifice oscillating parameters phase planetary boundary layer plate platform potential flow prediction pressure rad/s random wave ratio regular waves Reynolds number sea wave second-order shear stress ship shown simulation sinusoidal spectra surface elevation tank tests tidal turbine turbulence values velocity potential vertical Volume I-A Walsh function water depth wave elevation wave energy wave force wave height wave kinematics wave power wave profile wave spectrum wave theory wave train wind