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 5
... Spectrum of Hvf ( h = 33mm v = 0.429m / s ) Rt 1000 60 15 50 5 Hvf ( mm ) 10 O O 20 20 10 5 20 10 0 10 15 20 time ( s ) Ri ( N ) 30 8888 . Bow A 100 Bow B Bow C Power of Hvf ( mm2 ) 10 1 0.1 Bow B h = 33mm V = 0.429m / s Hvf Rt Hvf ( mm ) ...
... Spectrum of Hvf ( h = 33mm v = 0.429m / s ) Rt 1000 60 15 50 5 Hvf ( mm ) 10 O O 20 20 10 5 20 10 0 10 15 20 time ( s ) Ri ( N ) 30 8888 . Bow A 100 Bow B Bow C Power of Hvf ( mm2 ) 10 1 0.1 Bow B h = 33mm V = 0.429m / s Hvf Rt Hvf ( mm ) ...
Page 328
... spectrum S ( k , 7 , t ) , as a function of the wave vector = { k ,, k , } , horizontal coordinate x , y } and time t , is governed by the equation ( Davidan et . al . , 1985 ; Davidan et . al . , 1988 ; Komen et . al . , 1994 ; Ocean ...
... spectrum S ( k , 7 , t ) , as a function of the wave vector = { k ,, k , } , horizontal coordinate x , y } and time t , is governed by the equation ( Davidan et . al . , 1985 ; Davidan et . al . , 1988 ; Komen et . al . , 1994 ; Ocean ...
Page 329
... spectrum , using the empirical proportions . Parametric models are based on the hypotheses of obtaining the stable form of wind wave spectrum controlled by nonlinear wave interactions . ยท The same idea can be used for the wave ...
... spectrum , using the empirical proportions . Parametric models are based on the hypotheses of obtaining the stable form of wind wave spectrum controlled by nonlinear wave interactions . ยท The same idea can be used for the wave ...
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