Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 28
... field at downstream section , at flow coefficient 1.08 and 15 ° guide vane angle = = Figure 10 and 11 show the velocity vector field exiting the rotor , at a flow coefficient of 1.08 and 20 ° , 25 ° respectively . It can be observed ...
... field at downstream section , at flow coefficient 1.08 and 15 ° guide vane angle = = Figure 10 and 11 show the velocity vector field exiting the rotor , at a flow coefficient of 1.08 and 20 ° , 25 ° respectively . It can be observed ...
Page 121
... field tests . It indicates that the validation is excellent and therefore the mobilized effective soil friction angle ratio relationship can be used for the field installation design of small to very large suction piles . KEYWORDS ...
... field tests . It indicates that the validation is excellent and therefore the mobilized effective soil friction angle ratio relationship can be used for the field installation design of small to very large suction piles . KEYWORDS ...
Page 233
... field analysis for the specification of wind fields for the 48 storms than for the 10 continuous years ; storm hindcasts were made on the nested 150 - km / 28 - km grids using both 1G and 3G physics thereby providing two sets of ...
... field analysis for the specification of wind fields for the 48 storms than for the 10 continuous years ; storm hindcasts were made on the nested 150 - km / 28 - km grids using both 1G and 3G physics thereby providing two sets of ...
Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
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20th International Conference ABAQUS air chamber amplitude analysis angle Arctic Engineering beam bending breakwater bridge calculated CO₂ coefficient Conference on Offshore connector construction damping deformation developed diffraction distribution drift force dynamic ecosystem model effect elastic response environmental equation experimental FBSP Feb May Aug fence Figure floating breakwater flow freak waves frequency function girder guide vane hindcast HIPAN horizontal hydrodynamic hydroelastic response incident wave irregular waves Japan Large Floating Structures layer linear load maneuvers measured Mechanics and Arctic Mega-Float method Mobile Offshore Base model tests modules moon-pool mooring forces mooring system motion mussels non-linear ocean Offshore Mechanics PETROBRAS phytoplankton predicted RADARSAT-1 reef Rio de Janeiro ship shoreline shown shows significant wave height simulation submerged plate suction Tokyo Bay turbine Uchiumi velocity vertical displacements VLFS water depth wave energy absorbing wave period wave power wind