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 31
... lower layer . The lower layer exists only on particular occasions , and is seldom seen in the density profiles . Indeed , the tidal energy in the flows through the sill topography is large enough to keep the density in the deep fjord ...
... lower layer . The lower layer exists only on particular occasions , and is seldom seen in the density profiles . Indeed , the tidal energy in the flows through the sill topography is large enough to keep the density in the deep fjord ...
Page 83
... lower sections of the slope ; complex groundwater conditions consisting of several perched groundwater tables in ... lower slope . The upper slope movements are inclined across the pipeline alignment , while the lower slope movements are ...
... lower sections of the slope ; complex groundwater conditions consisting of several perched groundwater tables in ... lower slope . The upper slope movements are inclined across the pipeline alignment , while the lower slope movements are ...
Page 518
... lower bend is necessary to initiate pipeline roll . The lower bend curvature is controlled by the tensile force . Thus , an important parameter for pipeline roll is the pipe tension . The effect of pipe tension is studied for two pipes ...
... lower bend is necessary to initiate pipeline roll . The lower bend curvature is controlled by the tensile force . Thus , an important parameter for pipeline roll is the pipe tension . The effect of pipe tension is studied for two pipes ...
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