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 71
... side of the blade , as shown in Figure 17c , creating at first a negative thrust component combined with a positive torque component . Eventually the resultant force shifts far enough along the suction side , as shown in Figure 17d ...
... side of the blade , as shown in Figure 17c , creating at first a negative thrust component combined with a positive torque component . Eventually the resultant force shifts far enough along the suction side , as shown in Figure 17d ...
Page 173
... side is chosen as plus for n = 0 and minus for n0 ) . The symbols in the summation of Eq . ( 5 ) is a maximum natural number which makes the right - hand side of Eq . ( 7 ) be positive . When the number n is greater than s , the right ...
... side is chosen as plus for n = 0 and minus for n0 ) . The symbols in the summation of Eq . ( 5 ) is a maximum natural number which makes the right - hand side of Eq . ( 7 ) be positive . When the number n is greater than s , the right ...
Page 242
... side and one on the S - E side . These are being used to measure the keel depth of the ridges that are interacting with the instrumented pier . For the current observation year , the N - W sonar has been coupled with an ADCP that has ...
... side and one on the S - E side . These are being used to measure the keel depth of the ridges that are interacting with the instrumented pier . For the current observation year , the N - W sonar has been coupled with an ADCP that has ...
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