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 150
figure 14 ( taken over 14 minute periods ) the net change in kinetic energy is assumed to be negligible . Furthermore , the losses which have been included as converted power , are relatively high for the Islay plant due to the flywheel ...
figure 14 ( taken over 14 minute periods ) the net change in kinetic energy is assumed to be negligible . Furthermore , the losses which have been included as converted power , are relatively high for the Islay plant due to the flywheel ...
Page 219
... figure in this case , was 0.01 % , with a C , of 1100m / sec . Figure 3 shows the free surface profile at 5 different time steps of a solitary wave with a H of 1.25 m that has progressed over a uniform slope of 1:15 , in the presence of ...
... figure in this case , was 0.01 % , with a C , of 1100m / sec . Figure 3 shows the free surface profile at 5 different time steps of a solitary wave with a H of 1.25 m that has progressed over a uniform slope of 1:15 , in the presence of ...
Page 359
... Figure 2 Magnitude of F , as a Function of 2 Normalized Water Depth ( D / h = 0.8 , ka = 1.70 ) 5.5 plot is for a cylinder aspect ratio of D / h - 0.8 and a normalized incident wave frequency ka = 1.70 . The behavior shown in Figure 2 ...
... Figure 2 Magnitude of F , as a Function of 2 Normalized Water Depth ( D / h = 0.8 , ka = 1.70 ) 5.5 plot is for a cylinder aspect ratio of D / h - 0.8 and a normalized incident wave frequency ka = 1.70 . The behavior shown in Figure 2 ...
Contents
OCEAN WAVES | 1 |
Aarsnes | 55 |
VOLUME IA OFFSHORE TECHNOLOGY | 65 |
Copyright | |
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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