Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 5American Society of Mechanical Engineers, 1999 - Arctic regions |
From inside the book
Results 1-3 of 24
Page 290
... draft ( accounting for bathymetric barriers ) is less than or equal to 40km ( 24 hours at a southerly drift velocity of 0.50m / s ) , OR the projected drift takes it to a crossing point at water depth ± 5m of iceberg draft in 24 hours ...
... draft ( accounting for bathymetric barriers ) is less than or equal to 40km ( 24 hours at a southerly drift velocity of 0.50m / s ) , OR the projected drift takes it to a crossing point at water depth ± 5m of iceberg draft in 24 hours ...
Page 291
... draft as a function of water line length will be used to provide an initial estimate of the draft of every iceberg . Analysis of a number of studies of iceberg drafts ( NORDCO Ltd. , 1980 ; Mobil Hibernia Development Studies , 1981-1984 ...
... draft as a function of water line length will be used to provide an initial estimate of the draft of every iceberg . Analysis of a number of studies of iceberg drafts ( NORDCO Ltd. , 1980 ; Mobil Hibernia Development Studies , 1981-1984 ...
Page 295
... drafts in a relatively narrow draft range have the potential to contact the pipeline . Also , the fact that the water depth is relatively constant for large distances perpendicular to the pipeline reduces the number of potentially ...
... drafts in a relatively narrow draft range have the potential to contact the pipeline . Also , the fact that the water depth is relatively constant for large distances perpendicular to the pipeline reduces the number of potentially ...
Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
24 other sections not shown
Other editions - View all
Common terms and phrases
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