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 242
... period . The video cameras and sonars were operated for longer periods , and provided additional information on behaviour . Discrete ice load events were identified from the tiltmeter records for the P31 pier shaft . An event was ...
... period . The video cameras and sonars were operated for longer periods , and provided additional information on behaviour . Discrete ice load events were identified from the tiltmeter records for the P31 pier shaft . An event was ...
Page 335
... period : 1- according to calculations within the period from 1960 through 1994 ; 2- mean height of waves appearing once 50 years ( 5.3 m ) ; 3- mean height of waves appearing once 100 years ( 5.8 m ) . In Figure 7 circles with crossed ...
... period : 1- according to calculations within the period from 1960 through 1994 ; 2- mean height of waves appearing once 50 years ( 5.3 m ) ; 3- mean height of waves appearing once 100 years ( 5.8 m ) . In Figure 7 circles with crossed ...
Page 336
... period from 1960 through 1994 ; 2 mean height of waves , appearing once 50 years ( 4.8 m ) ; 3 - mean height of waves , appearing once 100 years ( 5.2 m ) . As in deep water , the values of the wave height distribution line up well on ...
... period from 1960 through 1994 ; 2 mean height of waves , appearing once 50 years ( 4.8 m ) ; 3 - mean height of waves , appearing once 100 years ( 5.2 m ) . As in deep water , the values of the wave height distribution line up well on ...
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