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 186
... base ( mm ) 10 6288 20 10 نت 10.5 11 11.5 12 12.5 13 13.5 Seconds 14 Figure 6 : The load response during test 11 for a duration of 4 seconds . FH and FV are the horizontal and the vertical forces , respectively . The lower diagram ...
... base ( mm ) 10 6288 20 10 نت 10.5 11 11.5 12 12.5 13 13.5 Seconds 14 Figure 6 : The load response during test 11 for a duration of 4 seconds . FH and FV are the horizontal and the vertical forces , respectively . The lower diagram ...
Page 187
... base ( mm ) 0 10 8 8 30 bewaterline 20 10+ 40 8 g 830 foewaterline 호 20 ᅡ 10h FH 171.5 172 172.5 173 173.5 174 Seconds 10.5 11 11.5 12 12.5 13 13.5 14 Seconds Figure 9 : Load response for test 10 ( freshwater ice ) . A statistically ...
... base ( mm ) 0 10 8 8 30 bewaterline 20 10+ 40 8 g 830 foewaterline 호 20 ᅡ 10h FH 171.5 172 172.5 173 173.5 174 Seconds 10.5 11 11.5 12 12.5 13 13.5 14 Seconds Figure 9 : Load response for test 10 ( freshwater ice ) . A statistically ...
Page 380
... BASE : the base case analyzed in the above discussion B / 2 : 1.2 M2 : Figure 12 Sensitivity analysis for scour depth distribution Excess Draft Another interesting model result is the distribution of excess drafts of scouring icebergs ...
... BASE : the base case analyzed in the above discussion B / 2 : 1.2 M2 : Figure 12 Sensitivity analysis for scour depth distribution Excess Draft Another interesting model result is the distribution of excess drafts of scouring icebergs ...
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