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 39
... increase in the last 20 to 30 years . Part of the increase may be due to the closure of the western entrance of Delfzijlharbour which led to an higher tidal range inside the harbour . The increase in the tidal volume was also estimated ...
... increase in the last 20 to 30 years . Part of the increase may be due to the closure of the western entrance of Delfzijlharbour which led to an higher tidal range inside the harbour . The increase in the tidal volume was also estimated ...
Page 40
... increased rapidly between 1969 to 1976 , and been approximately constant since then . This can be explained as follows . The increase in the cross - sectional area ( thus both the channel width and depth ) is to a large extent due to ...
... increased rapidly between 1969 to 1976 , and been approximately constant since then . This can be explained as follows . The increase in the cross - sectional area ( thus both the channel width and depth ) is to a large extent due to ...
Page 479
... increasing the COV . These effects are due to the general increase in the possibility of smaller spans . However , in contrast , the skewness increased ( became less negative ) as the mode value decreased ; thus , higher values of mode ...
... increasing the COV . These effects are due to the general increase in the possibility of smaller spans . However , in contrast , the skewness increased ( became less negative ) as the mode value decreased ; thus , higher values of mode ...
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