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
... performed along the pipeline route . The measurements comprised in total 28 current meter positions at 17 mooring stations , of which the majority were concentrated in the actual free span area in the entrance to Fensfjorden , see ...
... performed along the pipeline route . The measurements comprised in total 28 current meter positions at 17 mooring stations , of which the majority were concentrated in the actual free span area in the entrance to Fensfjorden , see ...
Page 324
... performed on both the Lille Bælt and Store Bælt crossings . The analysis led to the construction of dual crossings in order to secure supply of gas to the main island of Sjælland and to the Swedish gas market . Shipping traffic is ...
... performed on both the Lille Bælt and Store Bælt crossings . The analysis led to the construction of dual crossings in order to secure supply of gas to the main island of Sjælland and to the Swedish gas market . Shipping traffic is ...
Page 477
... perform the calculations . ANALYSES PERFORMED AND RESULTS Three types of analyses were performed on two pipelines . The pipelines are referred to in this paper as ' A ' and ' B ' and the analyses were denoted as follows : deterministic ...
... perform the calculations . ANALYSES PERFORMED AND RESULTS Three types of analyses were performed on two pipelines . The pipelines are referred to in this paper as ' A ' and ' B ' and the analyses were denoted as follows : deterministic ...
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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Common terms and phrases
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