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 95
... POSITION M Location of Peak Normal Figure 10. Diesel Electric Loads Y POSITION M 2.5 2.3 2.1 1.9 1.7 1.5 • DE CHANNEL THK 2.75 1.3 □ DE CHANNEL THK 1.5.20 1.1 A DE CHANNEL THK < 1.5 0.9 X DE LEVEL ICE THX € 1.5 BLADE OUTLINE 0.7 0.5 ...
... POSITION M Location of Peak Normal Figure 10. Diesel Electric Loads Y POSITION M 2.5 2.3 2.1 1.9 1.7 1.5 • DE CHANNEL THK 2.75 1.3 □ DE CHANNEL THK 1.5.20 1.1 A DE CHANNEL THK < 1.5 0.9 X DE LEVEL ICE THX € 1.5 BLADE OUTLINE 0.7 0.5 ...
Page 96
... POSITION M PEAK SPINDLE TORQUE KNM 1000 500 -500 O -1000 -1500 -2000 -2500 PEAK BM -3000 PEAK SQ -3500 -2500 -2000 -1500 -1000 -500 0 500 1000 1500 PEAK BENDING MOMENT KNM Figure 14. Gas Turbine - Location of Normal Loads at time of ...
... POSITION M PEAK SPINDLE TORQUE KNM 1000 500 -500 O -1000 -1500 -2000 -2500 PEAK BM -3000 PEAK SQ -3500 -2500 -2000 -1500 -1000 -500 0 500 1000 1500 PEAK BENDING MOMENT KNM Figure 14. Gas Turbine - Location of Normal Loads at time of ...
Page 290
... position to the nearest point along the pipeline route at water depth ± 5m of iceberg draft ( accounting for bathymetric barriers ) is less than or equal to 40km ( 24 hours at a southerly drift velocity of 0.50m / s ) , OR the projected ...
... position to the nearest point along the pipeline route at water depth ± 5m of iceberg draft ( accounting for bathymetric barriers ) is less than or equal to 40km ( 24 hours at a southerly drift velocity of 0.50m / s ) , OR the projected ...
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