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 88
... approximately 25 % thicker at the root and approximately 33 % thicker at the 0.6R section . Compared to the existing propeller , the scantlings for the Exceptional Load Limit State are approximately 120 % thicker at the root and ...
... approximately 25 % thicker at the root and approximately 33 % thicker at the 0.6R section . Compared to the existing propeller , the scantlings for the Exceptional Load Limit State are approximately 120 % thicker at the root and ...
Page 294
... approximately 40 % of icebergs crossing 48 ° N would enter the response zone at some time during their southward drift . Therefore , the expected number of icebergs entering the response zone in a typical year is approximately 400 ...
... approximately 40 % of icebergs crossing 48 ° N would enter the response zone at some time during their southward drift . Therefore , the expected number of icebergs entering the response zone in a typical year is approximately 400 ...
Page 388
... approximately 15,000m2 . Stamukhas with surface area of more than 15,000m2 are considered stamukha chain or ice barriers . For offshore Northern Sakhalin , the maximum height of a stamukha sail is approximately 12m . Stamukhas with ...
... approximately 15,000m2 . Stamukhas with surface area of more than 15,000m2 are considered stamukha chain or ice barriers . For offshore Northern Sakhalin , the maximum height of a stamukha sail is approximately 12m . Stamukhas with ...
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