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 332
... wave height . That is why in correspondence with estimations of maximum sea level change , its increase through tide and surge relative MTL was taken equal to 2.6 m for the western and north - west wind directions . For other cases the ...
... wave height . That is why in correspondence with estimations of maximum sea level change , its increase through tide and surge relative MTL was taken equal to 2.6 m for the western and north - west wind directions . For other cases the ...
Page 335
... wave height h ( m ) Fig.7 . Distribution function of mean wave heights at 70 ° N , 54 ° E ( H - 100 m ) during the June - November navigation period : 1- according to calculations within the period from 1960 through 1994 ; 2- mean height of ...
... wave height h ( m ) Fig.7 . Distribution function of mean wave heights at 70 ° N , 54 ° E ( H - 100 m ) during the June - November navigation period : 1- according to calculations within the period from 1960 through 1994 ; 2- mean height of ...
Page 336
... wave heights at 70 ° N , 54 E ( H = 100 m ) : 1- by calculation data from wind fields within the 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 ...
... wave heights at 70 ° N , 54 E ( H = 100 m ) : 1- by calculation data from wind fields within the 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 ...
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