Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 81
... displace- as the mean net displacement for d current , i.e. , x is determined ation of a seastate using a 3D , ve kinematics model , with the arrent . to use a simulation were to be repeated eed number in the random number ent value of ...
... displace- as the mean net displacement for d current , i.e. , x is determined ation of a seastate using a 3D , ve kinematics model , with the arrent . to use a simulation were to be repeated eed number in the random number ent value of ...
Page 83
... displacements does For 5 years , the expected pipe ement is calculated as 3.5 ft and displacement is about 0 ft . For ure , the expected pipe cumulative bund to be 18.3 ft and the most ent is also about 0 ft . nts the probability ...
... displacements does For 5 years , the expected pipe ement is calculated as 3.5 ft and displacement is about 0 ft . For ure , the expected pipe cumulative bund to be 18.3 ft and the most ent is also about 0 ft . nts the probability ...
Page 333
... displacement plot , as a short horizontal arrow at a displacement of 4.33 in . ( 110.0 mm ) , is the displacement where the transverse , horizontal , soil response first reaches the yield strength of the soil . The dominate factor ...
... displacement plot , as a short horizontal arrow at a displacement of 4.33 in . ( 110.0 mm ) , is the displacement where the transverse , horizontal , soil response first reaches the yield strength of the soil . The dominate factor ...
Contents
Model Tests | 3 |
B Bryndum V Jacobsen and D T Tsahalis 9 | 21 |
Scour Under Pipelines | 33 |
Copyright | |
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acoustic velocity analysis Arctic Engineering axial behaviour bending bottom boundary layer buckling cable calculated clamp Cobia compression corrosion crack cylinder deflection deformation developed dew point diameter drag drag coefficient effect elastic equation experimental field Figure finite element flow force coefficients free span frequency friction friction welding function hoop stress horizontal Hydraulic hydrodynamic hydrodynamic forces in-line installation irregular waves length lift coefficient lift force liquid load maximum measured mechanical method monitoring movement nodal analysis operating parameters phase pipe displacement pipe material pipeline predicted pressure procedure ratio response riser roughness SCADA scour sea bed sea floor seabed shown simulated slug soil steady current steel storm strain strain gauges stress structural submarine pipelines surface Technology temperature tion Turning Bands underwater values variation vertical vortex shedding water depth welding zone