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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analysis angle applied Arctic ASME assumed average blade block boundary calculated Canada channel coefficient component conducted considered constant Copyright crack creep crushed dependence depth determined direction distribution effect Engineering equation estimate experiments factor failure field Figure floes flow force frequency friction function given height horizontal ice force ice loads ice sheet ice thickness iceberg icebreaker included increase indentation indentor interaction International layer length material maximum mean measured Mechanics method Newfoundland observed obtained occurred Offshore operations parameters peak performance predicted present pressure propeller range ratio region Report Research resistance salinity scale scour shape shear ship shown shows similar soil speed stamukha strain strength stress structure surface Table temperature tests thrust torque values vertical wave width wind zone