Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 5American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 330
... relation between the wave development stage and sea roughness is assumed : Z ' = 0.4w * ( ka ) ( 9 ) where is a normalization by dynamic speed ( Problems of investigation and math modeling of wind waves , 1995 ) . It shows decreasing ...
... relation between the wave development stage and sea roughness is assumed : Z ' = 0.4w * ( ka ) ( 9 ) where is a normalization by dynamic speed ( Problems of investigation and math modeling of wind waves , 1995 ) . It shows decreasing ...
Page 375
... relation between the hydrostatic forces acting on the iceberg and the pitch and heave motions was required . Recognizing the need for efficiency in the Monte Carlo algorithm , heave and pitch relations were derived for the unit iceberg ...
... relation between the hydrostatic forces acting on the iceberg and the pitch and heave motions was required . Recognizing the need for efficiency in the Monte Carlo algorithm , heave and pitch relations were derived for the unit iceberg ...
Page 386
... relationship was established : of 0.66 . Hạ = 8.69 ho 0.6 ( 3 ) This relation fits the data with a correlation coefficient Figure 3 shows the stamukha sail height / stamukha ice block thickness relationship for Northern Sakhalin . Hs ...
... relationship was established : of 0.66 . Hạ = 8.69 ho 0.6 ( 3 ) This relation fits the data with a correlation coefficient Figure 3 shows the stamukha sail height / stamukha ice block thickness relationship for Northern Sakhalin . Hs ...
Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
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Allen Bay analysis angle Arctic Engineering ASME average boundary brittle calculated Canada channel coefficient component compressive cone Confederation Bridge Conference on Offshore contact area Copyright 1999 crack creep creep deformation crushed deformation density determined diameter distribution dynamic effect equation estimate failure stress Figure floes fracture frequency friction frozen soil full scale gas hydrate Grand Banks horizontal hydrodynamic ice block ice class ice conditions ice force ice loads ice pieces ice sheet ice strength ice thickness iceberg iceberg management icebreaker increase indentation tests indentor interaction layer level ice maximum measured Mechanics and Arctic mm/s Newfoundland Northern Sea Route observed Offshore Mechanics parameters peak Pechora Sea piers pipeline planetary boundary layer predicted pressure ratio Research resistance rubble Sakhalin salinity scantlings scour sea ice sensors shape shear ship shows speed stamukha surface temperature thrust torque values velocity vertical water depth width wind zone