Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 51
а CONCLUSIONS The basic idea in the present simulation method is to decompose waves into a number of frequency narrow - banded components , which have simpler relation with the second - order effects . The quadratic transformation ...
а CONCLUSIONS The basic idea in the present simulation method is to decompose waves into a number of frequency narrow - banded components , which have simpler relation with the second - order effects . The quadratic transformation ...
Page 97
4 Numerical simulation wave flume Fig . 7 Comparison of steady drift forces calculeted by momentum theory and present method on a moored body for K22 = 40 1f / m 6.0 Newman's method Present method 4.0 3. 아 .. о 97.
4 Numerical simulation wave flume Fig . 7 Comparison of steady drift forces calculeted by momentum theory and present method on a moored body for K22 = 40 1f / m 6.0 Newman's method Present method 4.0 3. 아 .. о 97.
Page 181
Figure 4 shows the effect of discount rate on the present value of reserves . Increasing the discount rate can be used as a means of accounting for the level of uncertainty associated with a project ( i.e. , risk adjustment ) .
Figure 4 shows the effect of discount rate on the present value of reserves . Increasing the discount rate can be used as a means of accounting for the level of uncertainty associated with a project ( i.e. , risk adjustment ) .
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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