Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 7, Part 2American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 181
SIMULATION OF UNSTEADY PROPAGATION OF STEEP WAVES BY BOUNDARY ELEMENT METHOD D. Sen Faculty of Engineering Memorial University of Newfoundland St. Johns , Newfoundland J. S. Pawlowski National Research Council Canada Institute for ...
SIMULATION OF UNSTEADY PROPAGATION OF STEEP WAVES BY BOUNDARY ELEMENT METHOD D. Sen Faculty of Engineering Memorial University of Newfoundland St. Johns , Newfoundland J. S. Pawlowski National Research Council Canada Institute for ...
Page 182
OD is composed of the free surface o Dp , the impermeable sea - bottom ODD , and two vertical control boundaries ... 5a ) , and dynamic , ( 2.5b ) , boundary conditions are imposed on ODF : δη 00 δφ δη on ODF ( t ) ( 2.5a ) at дz Ох дх ...
OD is composed of the free surface o Dp , the impermeable sea - bottom ODD , and two vertical control boundaries ... 5a ) , and dynamic , ( 2.5b ) , boundary conditions are imposed on ODF : δη 00 δφ δη on ODF ( t ) ( 2.5a ) at дz Ох дх ...
Page 183
For this computation , the distance between the control boundaries ODci and ODC2 , denoted by L , is equal to 41 , where 1 ... The evolution of boundary data on both control boundaries is determined by specifying the velocity potential ...
For this computation , the distance between the control boundaries ODci and ODC2 , denoted by L , is equal to 41 , where 1 ... The evolution of boundary data on both control boundaries is determined by specifying the velocity potential ...
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Contents
HYDRODYNAMIC FORCESI | 1 |
Hydrodynamic Forces on a Floating Cylinder in Waves of Finite Depth | 23 |
Wave Load Estimation in Deep Water as Affected by Wave Period Errors | 33 |
Copyright | |
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acting amplitude analysis angle applied approximately assumed body boundary breaker breaking calculated coefficient compared comparison component computed considered corresponding cylinder damping density dependent depth determined diameter direction distribution drag drift force dynamic effects elevation energy Engineering equation estimated excitation experimental experiments expressed field Figure flow fluid free surface frequency function given horizontal hydrodynamic incident increase integral irregular length linear load mass maximum mean measured Mechanics method motion obtained Ocean Offshore oscillation parameters period phase potential predicted present pressure probability problem range ratio region regular waves relative Research respectively response second order shear ship shown shows simulation solution spectra spectrum speed structure surface Table theory values velocity vertical vortex wave drift wave forces wave height wind