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Seabed Scour Under Pipelines
Flow Around and Forces on a Pipeline Near a Scoured
MEASUREMENTS OF PIPELINE LEAK DETECTION
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analysis application approach Arctic areas assumed axial bending bottom boundary calculated carried caused coefficients combined compared compression Conference considered corrosion 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 Offshore operating parameters performed period phase pipe pipeline position predicted present pressure problem procedure properties range ratio regular waves relatively response roughness scour seabed shown shows simulated soil solution steel storm strain stress structural surface Table technique temperature tion values variation velocity vortex wall wave welding