Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page xiv
... maximum flow lues were entered into a computer s together with the other relevant d , unidirectional velocity , oof height , gap and water accelerating flow . When is large , the reverse is true . The ratio of maximum form drag to maximum ...
... maximum flow lues were entered into a computer s together with the other relevant d , unidirectional velocity , oof height , gap and water accelerating flow . When is large , the reverse is true . The ratio of maximum form drag to maximum ...
Page xv
... maximum CM ( 8 " ) if TCM 4CD ( 11 ) + 12CD ( 8 " ) if 8 " 24CD TCM to the data in Fig 1 ( and other ( 12 ) other G / D ratios ) by evaluating CM of the data ( by inspection , a " / D 3 on ( 11 ) , assuming that CM is constant tion ( 12 ) ...
... maximum CM ( 8 " ) if TCM 4CD ( 11 ) + 12CD ( 8 " ) if 8 " 24CD TCM to the data in Fig 1 ( and other ( 12 ) other G / D ratios ) by evaluating CM of the data ( by inspection , a " / D 3 on ( 11 ) , assuming that CM is constant tion ( 12 ) ...
Page 333
... maximum side bend angle of 14 degrees . Figure 7 shows the predicted bend apex displacements , while Figure 8 shows the resulting minimum longitudinal strains , both as a function of side bend angle . Also shown on the bend apex ...
... maximum side bend angle of 14 degrees . Figure 7 shows the predicted bend apex displacements , while Figure 8 shows the resulting minimum longitudinal strains , both as a function of side bend angle . Also shown on the bend apex ...
Contents
Model Tests | 3 |
B Bryndum V Jacobsen and D T Tsahalis 9 | 21 |
Scour Under Pipelines | 33 |
Copyright | |
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acoustic velocity analysis Arctic Engineering axial behaviour bending bottom boundary layer buckling cable calculated clamp Cobia compression corrosion crack cylinder deflection deformation developed dew point diameter drag drag coefficient effect elastic equation experimental field Figure finite element flow force coefficients free span frequency friction friction welding function hoop stress horizontal Hydraulic hydrodynamic hydrodynamic forces in-line installation irregular waves length lift coefficient lift force liquid load maximum measured mechanical method monitoring movement nodal analysis operating parameters phase pipe displacement pipe material pipeline predicted pressure procedure ratio response riser roughness SCADA scour sea bed sea floor seabed shown simulated slug soil steady current steel storm strain strain gauges stress structural submarine pipelines surface Technology temperature tion Turning Bands underwater values variation vertical vortex shedding water depth welding zone