Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
Results 1-3 of 82
Page 191
... values of c , u ( the wave velocity in the x - direction ) , etc. are instantaneous values at each time instant . The last term on the right in this expression becomes zero after the wave elevation reaches its maximum height on the ...
... values of c , u ( the wave velocity in the x - direction ) , etc. are instantaneous values at each time instant . The last term on the right in this expression becomes zero after the wave elevation reaches its maximum height on the ...
Page 193
... values , as obtained from tests described in [ 11 ] and [ 12 ] , are presented and discussed below . As shown in Figure 3 , the sequence of regular waves in laboratory tests does not have exactly constant height values and , as a ...
... values , as obtained from tests described in [ 11 ] and [ 12 ] , are presented and discussed below . As shown in Figure 3 , the sequence of regular waves in laboratory tests does not have exactly constant height values and , as a ...
Page 252
... Values of Cm for Segment 1 * * * * * * Average Values of Cm for Segment 2 Cm 2 Cm 2 0 2 0 4 2 + 0 0.5 Average Values of Cm for Segment 3 Xx Average Values of Cm for Segment 4 Average Values of Cm for Cylinder ( D = 100 MM ) Wave Slope ...
... Values of Cm for Segment 1 * * * * * * Average Values of Cm for Segment 2 Cm 2 Cm 2 0 2 0 4 2 + 0 0.5 Average Values of Cm for Segment 3 Xx Average Values of Cm for Segment 4 Average Values of Cm for Cylinder ( D = 100 MM ) Wave Slope ...
Contents
OCEAN WAVES | 1 |
Aarsnes | 55 |
VOLUME IA OFFSHORE TECHNOLOGY | 65 |
Copyright | |
26 other sections not shown
Other editions - View all
Common terms and phrases
acceleration analysis AXIWAVE biplane blade boundary layer calculated circular cylinder comparison compliant towers components computed corresponding crest criteria damping direction distribution drag drag coefficient dynamic effects Engineering equation estimated experimental Figure filter flow fluid force coefficients Fourier free surface frequency fuzzy given hindcast horizontal velocity hydrodynamic impact force in-line incident wave irregular Islay KC number kinematics lift force linear load Loop Current maximum measured method Morison Myrhaug NewWave non-linear obtained ocean waves Offshore Structures orifice oscillating parameters planetary boundary layer plate platform predicted pressure rad/s random wave ratio regular waves Scatter Parameter sea wave second-order shear stress ship shown simulation spectra surface elevation term tests turbine turbulence values velocity potential vertical Volume I-A Walsh function water depth wave elevation wave energy wave height wave kinematics wave power wave profile wave spectrum wave theory wave train wind