Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
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Page 141
... pipelines must be designed with adequate reliability against damage or rupture due to the effects of ice . features that gouge the seafloor . A common design approach is to bury the pipeline sufficiently deep to avoid contact by a ...
... pipelines must be designed with adequate reliability against damage or rupture due to the effects of ice . features that gouge the seafloor . A common design approach is to bury the pipeline sufficiently deep to avoid contact by a ...
Page 142
... pipeline and soil resistances on pipeline reliability as follows : Establish pipeline capacity when impacted by ice keels through finite element analysis - this involves nonlinear incremental analysis of the response of a buried pipeline ...
... pipeline and soil resistances on pipeline reliability as follows : Establish pipeline capacity when impacted by ice keels through finite element analysis - this involves nonlinear incremental analysis of the response of a buried pipeline ...
Page 144
... PIPELINE CAPACITY E LLA ( m ) The first step in the proposed method of analysis is to estimate the pipeline capacity against ice gouge loads . Figure 7 displays a sample of the finite element results from the assessment for a given ice ...
... PIPELINE CAPACITY E LLA ( m ) The first step in the proposed method of analysis is to estimate the pipeline capacity against ice gouge loads . Figure 7 displays a sample of the finite element results from the assessment for a given ice ...
Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
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26th International Conference aircushion amplitude analysis ASME bathymetry Bay of Fundy beach boundary conditions Bragg scattering breakwater buoy calculated cavitation Coastal coefficient computed Conference on Offshore Copyright 2007 density developed device diameter displacement dynamic effect element equation experimental factor floating body units flow fluid force frequency function gouge grout hydrodynamic ice load increase installed interaction linear Makran marine maximum measured Mechanics and Arctic method monopile motion mussels nonlinear Ocean ocean energy Offshore Mechanics offshore wind turbine optimization parameters pile pipe pipeline platform pontoon potential predicted pressure ratio Research response rotor scale scour depth seabed shown in Figure shrimp significant wave height simulation stray children stress structure Technology tidal power tower tsunami velocity velocity potential vertical Von Mises stress vortex water depth wave energy wave power width wind farms wind speed