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 13
... salinity and ice thickness of ice blocks which have been sampled since 1991. The bulk salinity decreases exponentially against ice thickness and it reaches about 0.3 % at 1m thick ice . This asymptotic value is slightly lower than that ...
... salinity and ice thickness of ice blocks which have been sampled since 1991. The bulk salinity decreases exponentially against ice thickness and it reaches about 0.3 % at 1m thick ice . This asymptotic value is slightly lower than that ...
Page 283
... salinity and the temperature of the ice tested . The salinity at a depth of 0.23 m , the centre of the load application area of the macro - scale tests , was 0.5 % 0 . whereas the average salinity at 2m , near the load application area ...
... salinity and the temperature of the ice tested . The salinity at a depth of 0.23 m , the centre of the load application area of the macro - scale tests , was 0.5 % 0 . whereas the average salinity at 2m , near the load application area ...
Page 364
... salinity in the upper layers . There were , therefore , significant variations in the vertical salinity profiles of these sites . These variations in addition to the variations in the surface characteristics led to a wide range of ...
... salinity in the upper layers . There were , therefore , significant variations in the vertical salinity profiles of these sites . These variations in addition to the variations in the surface characteristics led to a wide range of ...
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