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 58
... figure shows the CCD output as the temperature of the mirror surface is lowered from the room temperature to 0 ° C . To see the response of the monitor clearly , the average output of the active pixels in Figure 6 are plotted as a ...
... figure shows the CCD output as the temperature of the mirror surface is lowered from the room temperature to 0 ° C . To see the response of the monitor clearly , the average output of the active pixels in Figure 6 are plotted as a ...
Page 192
... FIGURE 1 8 10 30 Flowline Bundle RJBA - Tow Test Route Sub Sea Well 31-4 FIGURE 7 Note : Figures not shown appear as slides only in oral presentation . Flowline Bundle Sub Sea Well 31-6 Figure 1 . Placid Green Canyon Block 29 Field Layout .
... FIGURE 1 8 10 30 Flowline Bundle RJBA - Tow Test Route Sub Sea Well 31-4 FIGURE 7 Note : Figures not shown appear as slides only in oral presentation . Flowline Bundle Sub Sea Well 31-6 Figure 1 . Placid Green Canyon Block 29 Field Layout .
Page 246
... Figure 5. Otherwise an upward ratching ef- fect of the pipe movement is possible . For pipes buri- ed in a trench with natural backfill an upward move- ment of 10 20 mm can be considered acceptable in most cases . - DESIGN EXAMPLES In ...
... Figure 5. Otherwise an upward ratching ef- fect of the pipe movement is possible . For pipes buri- ed in a trench with natural backfill an upward move- ment of 10 20 mm can be considered acceptable in most cases . - DESIGN EXAMPLES In ...
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