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 153
... monitoring methods made . Two years ago , a precise Global Positioning System ( GPS ) survey for pipe movement monitoring was implemented . Close agreement between field measurements and structural simulations has been achieved . The ...
... monitoring methods made . Two years ago , a precise Global Positioning System ( GPS ) survey for pipe movement monitoring was implemented . Close agreement between field measurements and structural simulations has been achieved . The ...
Page 154
... Monitoring System consists of three major parts : the Structural Deformation Analysis , the Data Acquisition and Monitoring systems , and the Integrated Statistical and Reliability Analysis , all tied together in a rigorous statistical ...
... Monitoring System consists of three major parts : the Structural Deformation Analysis , the Data Acquisition and Monitoring systems , and the Integrated Statistical and Reliability Analysis , all tied together in a rigorous statistical ...
Page 158
... monitoring and is currently in the modelling and data analysis stage . The analysis to date indicates that the pipeline system was exhibiting deformation behaviour well within design and safety criteria limits . CONCLUSION The Pipeline ...
... monitoring and is currently in the modelling and data analysis stage . The analysis to date indicates that the pipeline system was exhibiting deformation behaviour well within design and safety criteria limits . CONCLUSION The Pipeline ...
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