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 227
... given ( noting the sign convention portrayed in Figure 2 ) by M = E'jŵ 2 . дм Jū Q = + N дх дх ( 5 ) With the slope angle a as indicated in Figure 2 , and with the coefficient of friction being denoted by μ = tand , it is evident that ...
... given ( noting the sign convention portrayed in Figure 2 ) by M = E'jŵ 2 . дм Jū Q = + N дх дх ( 5 ) With the slope angle a as indicated in Figure 2 , and with the coefficient of friction being denoted by μ = tand , it is evident that ...
Page 350
... given by : smooth 0 < Zoum / v < 0.17 ( 10 ) transitional 0.17 < zou./V < 2.3 ( 11 ) rough 2.3 < Zoum / V ( 12 ) ' m measurements in the sea by Sternberg ( 1968 , 1970 ) indicated that the value 2.3 in Eq . ( 12 ) , which is based upon ...
... given by : smooth 0 < Zoum / v < 0.17 ( 10 ) transitional 0.17 < zou./V < 2.3 ( 11 ) rough 2.3 < Zoum / V ( 12 ) ' m measurements in the sea by Sternberg ( 1968 , 1970 ) indicated that the value 2.3 in Eq . ( 12 ) , which is based upon ...
Page 351
are given in McPhee and Smith ( 1976 ) . R The directions estimated from the measurements are the differences of the direction between the lowest current meter ( at 2 m ) and that at 32 m denoted as Ad . One should note that do given in ...
are given in McPhee and Smith ( 1976 ) . R The directions estimated from the measurements are the differences of the direction between the lowest current meter ( at 2 m ) and that at 32 m denoted as Ad . One should note that do given in ...
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