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 287
... risk of hydrocarbon release from the North Atlantic Pipeline to a level equal to or lower than that exhibited by comparable existing large diameter offshore gas transmission pipelines ; reduce the risk of damage and subsequent repair ...
... risk of hydrocarbon release from the North Atlantic Pipeline to a level equal to or lower than that exhibited by comparable existing large diameter offshore gas transmission pipelines ; reduce the risk of damage and subsequent repair ...
Page 293
... risk of iceberg / pipeline contact , and it was assumed that no alternate protective strategies ( such as partial burial ) would be employed . Therefore , the plan deals with a most challenging scenario . As further work on route ...
... risk of iceberg / pipeline contact , and it was assumed that no alternate protective strategies ( such as partial burial ) would be employed . Therefore , the plan deals with a most challenging scenario . As further work on route ...
Page 391
... risk to winter construction and navigation are large rafted floes and breccias , the average thickness of their ridge consolidated layers being 1.5-2.5 m . During the season of ice melt and dispersal , there is an increased possibility ...
... risk to winter construction and navigation are large rafted floes and breccias , the average thickness of their ridge consolidated layers being 1.5-2.5 m . During the season of ice melt and dispersal , there is an increased possibility ...
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