Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 461
... temperature also impacts the environment . example , heated liquid lines which are not insulated can cause crop damage in farmland during summer seasons ( Figure 1 ) . The effect of temperature on pipeline design is detailed elsewhere ...
... temperature also impacts the environment . example , heated liquid lines which are not insulated can cause crop damage in farmland during summer seasons ( Figure 1 ) . The effect of temperature on pipeline design is detailed elsewhere ...
Page 594
... temperatures or recommendations to use maximum daily temperatures would tend to overstate the actual peak ambient temperature experienced throughout each season . The analytical approach to measurement was not changed from the current ...
... temperatures or recommendations to use maximum daily temperatures would tend to overstate the actual peak ambient temperature experienced throughout each season . The analytical approach to measurement was not changed from the current ...
Page 595
... temperature differential between the pipeline gas flowing in the pipeline and the temperature of the surrounding soil . Geothermal influences were also identified as possibly having some effect on the pipeline heat flux . However , the ...
... temperature differential between the pipeline gas flowing in the pipeline and the temperature of the surrounding soil . Geothermal influences were also identified as possibly having some effect on the pipeline heat flux . However , the ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
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analysis applied Arctic ASME assessment axial force backfill behaviour bending bending moment buckling cathodic cathodic protection chromium compressive corrosion rate cost crack criteria CTOD curvature curve defects deformation diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow free spans geotechnical ground movement hoop stress increase inspection installation integrity interaction joint landslide length LIGHTLY CORROSIVE limit line pipe load localisation material maximum measurements Mechanics method North Sea Norwegian Trench Offshore OMAE operating parameters performed pipe material pipeline Pipeline Technology plastic potential predicted probabilistic reliability resistance risk safety seabed seam weld shear shear strength simulation SINTEF Skaha Lake slope Snamprogetti soil specimen steel strain strength stress Stress Corrosion Cracking surface temperature tensile tests tie-in trench values velocity vortex shedding wall thickness water depth wave weld metal yield strength