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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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