Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 119
represents the physical situation , it is expected to work better than equations ( 20 ) and ( 21 ) . Results where R , is the right - hand side of equation ( 15 ) . When standard central differencing is used , we solve two tridiagonal ...
represents the physical situation , it is expected to work better than equations ( 20 ) and ( 21 ) . Results where R , is the right - hand side of equation ( 15 ) . When standard central differencing is used , we solve two tridiagonal ...
Page 169
multiplying Pcro with one of the reduction formulas presented in the previous section ( Equations 16 , 17 or 18 ) or by the API bilinear formula ( Equation 14 ) . In addition , the value of the interaction curve on the horizontal axis ...
multiplying Pcro with one of the reduction formulas presented in the previous section ( Equations 16 , 17 or 18 ) or by the API bilinear formula ( Equation 14 ) . In addition , the value of the interaction curve on the horizontal axis ...
Page 356
2 Governing Equations and Pressure Correction Formulation The governing equations are the following non - dimensionalized Navier - Stokes equations ... The first is the continuity equation , while the latter is the momentum equation .
2 Governing Equations and Pressure Correction Formulation The governing equations are the following non - dimensionalized Navier - Stokes equations ... The first is the continuity equation , while the latter is the momentum equation .
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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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amplitude analysis applied approach approximately assumed body boundary buoy calculated Circular coefficient compared components considered correlation corresponding curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio relative represent respectively response Reynolds number risk second-order shedding shown shows simulation solution spectrum structure surface Table tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind