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
Current Measurements and Modelling Data Basis for Pipeline | 29 |
20 Years Learning Experience | 37 |
Innovations in Pipeline Installation | 47 |
Copyright | |
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American Gas Association analysis applied approach ASME assessment backfill behaviour bending buckling cathodic protection chromium compressive corrosion rate cost cracking criteria CTOD curve defects deformation depth diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow gas pipelines geotechnical ground movement hazards hoop stress increase influence diagram inspection installation integrity interaction internal coating joint landslide LIGHTLY CORROSIVE limit line pipe load localisation maintenance material maximum measurements mechanical method North Sea Norwegian Trench Offshore operating parameters performed pipe material Pipeline Technology plastic potential predicted pressure probabilistic risk S-N curve safety samples seabed shear strength shown in Figure SINTEF Skaha Lake slope soil resistance specimen steel strain stress Stress Corrosion Cracking surface temperature tensile tests thermal insulation tidal tie-in trench values wall thickness weld metal yield strength