Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 268
To increase accuracy , we use cosine - spacing ( see e.g. , Newman , 1985 ) on the entire Ly , and Ly when -Ro < x < 0 . On the remaining portion of L , L , sac - Ro , where L , is the length of the pipe , we use constant - length ...
To increase accuracy , we use cosine - spacing ( see e.g. , Newman , 1985 ) on the entire Ly , and Ly when -Ro < x < 0 . On the remaining portion of L , L , sac - Ro , where L , is the length of the pipe , we use constant - length ...
Page 269
The effect of a 3 - D intake - pipe flow on linear waves is studied by developing the ray equations and solving them numerically . The set of coupled , nonlinear ordinary differential equations to be solved requires the advance ...
The effect of a 3 - D intake - pipe flow on linear waves is studied by developing the ray equations and solving them numerically . The set of coupled , nonlinear ordinary differential equations to be solved requires the advance ...
Page 410
It should be noted that the size of the setback pipes also differ depending on the usage . The setback pipes are ... Model - 3 : In the third model , the effect of flexibility of the pipe was investigated . In this case , one pipe per ...
It should be noted that the size of the setback pipes also differ depending on the usage . The setback pipes are ... Model - 3 : In the third model , the effect of flexibility of the pipe was investigated . In this case , one pipe per ...
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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