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 48
... pass ; c ) plan view at the moment of the ship pass First of all we should make some necessary assumptions . According to ( Gorbunov & Losev , 1978 ) , the lateral influence of island is expressed by empirical formula : D = 0.9√w ( 1 ) ...
... pass ; c ) plan view at the moment of the ship pass First of all we should make some necessary assumptions . According to ( Gorbunov & Losev , 1978 ) , the lateral influence of island is expressed by empirical formula : D = 0.9√w ( 1 ) ...
Page 295
... Pass to the east , or the Avalon Channel to the west . The relatively constant water depth in this region is particularly advantageous for the iceberg management operations . Although the " target " is large ( approximately 280km in ...
... Pass to the east , or the Avalon Channel to the west . The relatively constant water depth in this region is particularly advantageous for the iceberg management operations . Although the " target " is large ( approximately 280km in ...
Page 344
... Passes the Water ) DEM ( Structure Stops the Water ) Experiment 0.1 0.15 0.2 0.25 0.3 Velocity of Water [ m / s ] Fig . 11 : Average ice force acting on the structure ; comparison between experiment and computations . force value grows ...
... Passes the Water ) DEM ( Structure Stops the Water ) Experiment 0.1 0.15 0.2 0.25 0.3 Velocity of Water [ m / s ] Fig . 11 : Average ice force acting on the structure ; comparison between experiment and computations . force value grows ...
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