Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 2
... shoreline through waters of decreasing depth they generally undergo strong modifications due to interaction with the bottom . In the nearshore , particularly at the shoreline , the resource can be very different from offshore and can ...
... shoreline through waters of decreasing depth they generally undergo strong modifications due to interaction with the bottom . In the nearshore , particularly at the shoreline , the resource can be very different from offshore and can ...
Page 3
... shoreline interaction . Consequently in the nearshore region ( water depth 15-25m ) or at the shoreline the wave climate can vary significantly over distances of tens of meters ( e.g. Pontes and Oliveira - Pires , 1992 ) , the resource ...
... shoreline interaction . Consequently in the nearshore region ( water depth 15-25m ) or at the shoreline the wave climate can vary significantly over distances of tens of meters ( e.g. Pontes and Oliveira - Pires , 1992 ) , the resource ...
Page 8
... shoreline it exhibits strong spatial variation . It would then be prohibitively expensive to make accurate measurements of the wave climate at every potential shoreline site of interest . However computational wave models that calculate ...
... shoreline it exhibits strong spatial variation . It would then be prohibitively expensive to make accurate measurements of the wave climate at every potential shoreline site of interest . However computational wave models that calculate ...
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