Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 183
... Figure 9 will slightly over estimate reserve requirements for field sizes less than 200 MMB and production rates greater than 3,000 B / D . Based on Figure 6 , a set of curves representing lines of constant reserves per well ( i.e. ...
... Figure 9 will slightly over estimate reserve requirements for field sizes less than 200 MMB and production rates greater than 3,000 B / D . Based on Figure 6 , a set of curves representing lines of constant reserves per well ( i.e. ...
Page 349
... Figure 5a shows the autospectrum for the discus buoy heave displacement . Figure 6a presents the heave velocity autospectrum while Figure 7a displays the heave acceleration spectra . The heave motion spectra indicate that this buoy is a ...
... Figure 5a shows the autospectrum for the discus buoy heave displacement . Figure 6a presents the heave velocity autospectrum while Figure 7a displays the heave acceleration spectra . The heave motion spectra indicate that this buoy is a ...
Page 387
... Figure 3 : X damping coefficient as a function of the line configuration ( 2H , 3H , 4H ) . Oscillation period : 8s . Motion amplitude : 0.05 m . : experimental values . O : FLOSYS : simplified method . 8.0 * 10 ' dx = +/- 0.10 m 6.0 ...
... Figure 3 : X damping coefficient as a function of the line configuration ( 2H , 3H , 4H ) . Oscillation period : 8s . Motion amplitude : 0.05 m . : experimental values . O : FLOSYS : simplified method . 8.0 * 10 ' dx = +/- 0.10 m 6.0 ...
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