Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
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Page 113
... period ( s ) 1000 800 600 400 200 Horizontal force of coupling mechanism Straight - line L - shape 5 6 7 8 9 10 11 12 13 Sig . wave period ( s ) Sig . amp./ Sig wave height ( m / m ) Sig . tension amp / Sig wave height ( kN / m ) 0.6 ...
... period ( s ) 1000 800 600 400 200 Horizontal force of coupling mechanism Straight - line L - shape 5 6 7 8 9 10 11 12 13 Sig . wave period ( s ) Sig . amp./ Sig wave height ( m / m ) Sig . tension amp / Sig wave height ( kN / m ) 0.6 ...
Page 210
... period of siltation amount is obtained ( Table 3 ) . 200 Siltation Amount ( X 10'm ' ) 300 500 800 700 900 1000 1100 8 8 8 8 8 8 8 8 8 8 my ... period Siltation Return period Serial Serial Time amount 210 Copyright © 2007 by ASME.
... period of siltation amount is obtained ( Table 3 ) . 200 Siltation Amount ( X 10'm ' ) 300 500 800 700 900 1000 1100 8 8 8 8 8 8 8 8 8 8 my ... period Siltation Return period Serial Serial Time amount 210 Copyright © 2007 by ASME.
Page 629
... period contributing most to local energy ( 9 % ) . The waves with periods that contributed most in percentage terms are those of 7s ( 26 % ) , 6s ( 21 % ) and 8s ( 14 % ) , the three periods together totaling 61 % of the wave energy in ...
... period contributing most to local energy ( 9 % ) . The waves with periods that contributed most in percentage terms are those of 7s ( 26 % ) , 6s ( 21 % ) and 8s ( 14 % ) , the three periods together totaling 61 % of the wave energy in ...
Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
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26th International Conference aircushion amplitude analysis ASME bathymetry Bay of Fundy beach boundary conditions Bragg scattering breakwater buoy calculated cavitation Coastal coefficient computed Conference on Offshore Copyright 2007 density developed device diameter displacement dynamic effect element equation experimental factor floating body units flow fluid force frequency function gouge grout hydrodynamic ice load increase installed interaction linear Makran marine maximum measured Mechanics and Arctic method monopile motion mussels nonlinear Ocean ocean energy Offshore Mechanics offshore wind turbine optimization parameters pile pipe pipeline platform pontoon potential predicted pressure ratio Research response rotor scale scour depth seabed shown in Figure shrimp significant wave height simulation stray children stress structure Technology tidal power tower tsunami velocity velocity potential vertical Von Mises stress vortex water depth wave energy wave power width wind farms wind speed