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Wave Forces on Submarine Pipelines
Seabed Scour Under Pipelines
Flow Around and Forces on a Pipeline Near a Scoured
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analysis application approach Arctic assumed axial bending bottom boundary buckling buried calculated caused coefficient combined compared compression Conference considered corrosion crack cylinder depth determined developed diameter direction displacement drag effect element Engineering equation example experimental experiments field Figure flow free span frequency function given ground hydrodynamic important increase influence installation International layer leak detection length lift force limit liquid load material maximum mean measured Mechanics method monitoring movement normal obtained occur Offshore operating parameters performed period phase pipe pipeline position predicted present pressure problem procedure production range ratio regular waves relative response roughness scour seabed shown shows simulated soil solution steel strain stress structural surface Table technique temperature tion values variation velocity wall wave welding