Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
Results 1-3 of 92
Page 269
... wave energy , C , is the group velocity of waves and AL is the perpendicular distance between the two adjacent rays , and the subscript o refers to the unperturbed wave quantities . Since E - pga2 / 2 and C - c / 2 - o / 2k , one can ...
... wave energy , C , is the group velocity of waves and AL is the perpendicular distance between the two adjacent rays , and the subscript o refers to the unperturbed wave quantities . Since E - pga2 / 2 and C - c / 2 - o / 2k , one can ...
Page 296
... wave height enhancement factors . First the wave height enhancement at the cylinder ( i.e. the run - up ) is considered for the three seastates . In Fig . 2 the wave height enhancement factor variation around the cylinder is depicted ...
... wave height enhancement factors . First the wave height enhancement at the cylinder ( i.e. the run - up ) is considered for the three seastates . In Fig . 2 the wave height enhancement factor variation around the cylinder is depicted ...
Page 297
... wave height enhancement factors are determined at the position of measurement assuming a 2 - D and a 3 - D seastate , respectively . The seastates are ... wave data . The wave heights compensated for diffraction effects can be used 297.
... wave height enhancement factors are determined at the position of measurement assuming a 2 - D and a 3 - D seastate , respectively . The seastates are ... wave data . The wave heights compensated for diffraction effects can be used 297.
Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
25 other sections not shown
Other editions - View all
Common terms and phrases
added mass amplitude analysis ASME boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction dimensionless drag coefficient drag force drift force dynamic effects Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maximum measured method model tests modes mooring line nonlinear obtained Ocean Offshore Technology OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio response Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values velocity potential vertical vibration vortex shedding water depth Wave Force wave frequency wave power