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 148
... area is dominated by ferous forests of dwarfed black spruce and with intermittent significant areas of ens . afrost occurs over a very large proportion pipeline route . The permafrost is uous , varying in depth from 50m near ells to ...
... area is dominated by ferous forests of dwarfed black spruce and with intermittent significant areas of ens . afrost occurs over a very large proportion pipeline route . The permafrost is uous , varying in depth from 50m near ells to ...
Page 153
... areas and onal loadings on the pipeline . By em uses an integrated approach for ructural deformation behaviour . asurement data of displacements , ssures and strains with Finite Element ral models , an optimal solution is a statistical ...
... areas and onal loadings on the pipeline . By em uses an integrated approach for ructural deformation behaviour . asurement data of displacements , ssures and strains with Finite Element ral models , an optimal solution is a statistical ...
Page 188
... areas . In the final well as as ; a construction site on Matagorda Island , was selected , necessitating a 450 - mile tow to en Canyon block 29 site . > m was obvious an a these sites it that ole tow route is required . Therefore ...
... areas . In the final well as as ; a construction site on Matagorda Island , was selected , necessitating a 450 - mile tow to en Canyon block 29 site . > m was obvious an a these sites it that ole tow route is required . Therefore ...
Contents
Model Tests | 3 |
B Bryndum V Jacobsen and D T Tsahalis 9 | 21 |
Scour Under Pipelines | 33 |
Copyright | |
33 other sections not shown
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Common terms and phrases
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