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 12
... wave regime and breaking data . Generally , as the relative density increases , the liquefaction potential decreases . Winds and waves The long term ( 10 to 20 years ) wind and wave data are reliable in predicting the extreme storms ...
... wave regime and breaking data . Generally , as the relative density increases , the liquefaction potential decreases . Winds and waves The long term ( 10 to 20 years ) wind and wave data are reliable in predicting the extreme storms ...
Page 13
... wave theory ) , Battjes ( also uses beach slopes ) etc , [ 2,9 ] . Whichever theory is used for predicting wave breaking pattern , a rational approach must be used to obtain the extent of surf zone . The extent of the surf zone defines ...
... wave theory ) , Battjes ( also uses beach slopes ) etc , [ 2,9 ] . Whichever theory is used for predicting wave breaking pattern , a rational approach must be used to obtain the extent of surf zone . The extent of the surf zone defines ...
Page 549
... wave forces . Several dynamic runs in time domain have then been carried on to cover the following points : Main set of dynamic analyses , for each pipe type configuration in the maximum water depth , for wave only , approaching from ...
... wave forces . Several dynamic runs in time domain have then been carried on to cover the following points : Main set of dynamic analyses , for each pipe type configuration in the maximum water depth , for wave only , approaching from ...
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