Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 2
... wave climate varies slowly in space . When waves travel towards the shoreline through waters of decreasing depth ... power ( or flux of energy ) per unit wave front in a sea state is given by the following equation P = 0.49 H3 Te ( 3 ) ...
... wave climate varies slowly in space . When waves travel towards the shoreline through waters of decreasing depth ... power ( or flux of energy ) per unit wave front in a sea state is given by the following equation P = 0.49 H3 Te ( 3 ) ...
Page 19
LOAD CONTROL METHOD AND ITS REALIZATION ON AN OWC WAVE POWER CONVERTER ' Zhi Yu , Niandong Jiang , and Yage You Ocean Energy Division Guangzhou Institute of Energy Conversion Chinese Academy of Sciences Guangzhou , China 19 A / D ...
LOAD CONTROL METHOD AND ITS REALIZATION ON AN OWC WAVE POWER CONVERTER ' Zhi Yu , Niandong Jiang , and Yage You Ocean Energy Division Guangzhou Institute of Energy Conversion Chinese Academy of Sciences Guangzhou , China 19 A / D ...
Page 25
... POWER IN IRREGULAR WAVES FIG . 13 AVERAGE INCIDENT ANGLE OF THE TURBINE ng 0.8 0.6 ñt 0.4 Пt , Пs 0.4 0.3 0.2 0.2 ... wave conditions , but the device without load control can only adapt few wave conditions . The load control can improve ...
... POWER IN IRREGULAR WAVES FIG . 13 AVERAGE INCIDENT ANGLE OF THE TURBINE ng 0.8 0.6 ñt 0.4 Пt , Пs 0.4 0.3 0.2 0.2 ... wave conditions , but the device without load control can only adapt few wave conditions . The load control can improve ...
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 | |
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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