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 35
error ' -0.10 1 20'error ' х Relative depth ' y ' -0-20 PE - 0.20 01.0= + 0 : 20 -0.30 01.0 + st , -0.40 0 0.5 1.0 1.5 2.0 2.5 3.0 Figure 2 : U , ? NU ? for various relative depths and period errors . 1.0 0 Ilqoto : 10 ' T = .
error ' -0.10 1 20'error ' х Relative depth ' y ' -0-20 PE - 0.20 01.0= + 0 : 20 -0.30 01.0 + st , -0.40 0 0.5 1.0 1.5 2.0 2.5 3.0 Figure 2 : U , ? NU ? for various relative depths and period errors . 1.0 0 Ilqoto : 10 ' T = .
Page 197
The breaking critical relative velocity and maximum wave height with the range of 1/30 < Ho / Lo < 1/10 , 0.1 < d / Lo < 0.5 were computed by the modified Miche's equation , which was verified in the model test , and the corresponding ...
The breaking critical relative velocity and maximum wave height with the range of 1/30 < Ho / Lo < 1/10 , 0.1 < d / Lo < 0.5 were computed by the modified Miche's equation , which was verified in the model test , and the corresponding ...
Page 199
The breaking critical index presented here corresponds to the wave steepness , relative wave height and relative velocity at the limited wave state . The analysis of the test data indicate that wave breaking is governed by the critical ...
The breaking critical index presented here corresponds to the wave steepness , relative wave height and relative velocity at the limited wave state . The analysis of the test data indicate that wave breaking is governed by the critical ...
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Contents
HYDRODYNAMIC FORCES | 1 |
Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |
OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 21 |
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 depend 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 increase integral irregular length linear load mass maximum mean measured Mechanics method motion obtained Ocean Offshore oscillation parameters period phase platform 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 structure surface Table theory values velocity vertical vortex wave drift wave forces wave height wind