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 30
FIELD MEASUREMENTS To establish a reliable basis for design value calculations , an extensive current measurement programme was performed along the pipeline route . The measurements comprised in total 28 current meter positions at 17 ...
FIELD MEASUREMENTS To establish a reliable basis for design value calculations , an extensive current measurement programme was performed along the pipeline route . The measurements comprised in total 28 current meter positions at 17 ...
Page 286
... measured between the structure's surface and a stable reference electrode contacting the electrolyte at the same location at which the voltage measurements were taken to obtain the E - logi curve . A net protective ( cathodic ) current ...
... measured between the structure's surface and a stable reference electrode contacting the electrolyte at the same location at which the voltage measurements were taken to obtain the E - logi curve . A net protective ( cathodic ) current ...
Page 289
conduct other supportive measurements . At each site , current and potential measurements were made with respect to the five criteria discussed previously . Very detailed measurements were made semi - annually and annually , with less ...
conduct other supportive measurements . At each site , current and potential measurements were made with respect to the five criteria discussed previously . Very detailed measurements were made semi - annually and annually , with less ...
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