Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
Results 1-3 of 74
Page 17
... seabed scour level in the shore approach , the Delft Hydraulics Laboratory , in the Netherlands carried out a seabed morphology study . This study was based on seabed levels recorded over approximately 10 years . The expected dune ...
... seabed scour level in the shore approach , the Delft Hydraulics Laboratory , in the Netherlands carried out a seabed morphology study . This study was based on seabed levels recorded over approximately 10 years . The expected dune ...
Page 410
... seabed is adjusted according to the effect of the individual processes active at each point . At each time step a new seabed profile is calculated and the change in pipe geometry is found . When a new equilibrium has been achieved the ...
... seabed is adjusted according to the effect of the individual processes active at each point . At each time step a new seabed profile is calculated and the change in pipe geometry is found . When a new equilibrium has been achieved the ...
Page 414
... seabed , and undulations with a significant height 0.2 m and significant lengths 10 m are present on the seabed . These undulations give rise to the formation of free spans . However , the final result is independent of the magnitude ...
... seabed , and undulations with a significant height 0.2 m and significant lengths 10 m are present on the seabed . These undulations give rise to the formation of free spans . However , the final result is independent of the magnitude ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
15 other sections not shown
Other editions - View all
Common terms and phrases
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