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dc.contributor.authorXiaofei
dc.contributor.authorCheng
dc.contributor.authorYongxue
dc.contributor.authorWang
dc.contributor.authorGuoyu
dc.contributor.authorWang
dc.date.accessioned2017-05-08T22:04:11Z
dc.date.available2017-05-08T22:04:11Z
dc.date.copyrightSeptember 2012
dc.date.issued2012
dc.identifier.other%28asce%29ww%2E1943-5460%2E0000190.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70425
dc.description.abstractExperiments on a large pipeline and a small pipeline in a piggyback configuration under regular and irregular waves are carried out. A comparison of the wave forces on the large pipeline and the small pipeline is made. The nondimensional force coefficients for the drag, inertia, and lift are obtained based on the Morison equation. The effects of the Keulegan-Carpenter (KC) number and the spacing ratio between the two pipelines on the force coefficients for the large pipeline, small pipeline, and piggyback pipeline system are investigated. The experimental results indicate that the variation tendencies of the drag coefficients and inertia coefficients with the KC number or the spacing ratio for the large pipeline, small pipeline, and piggyback pipeline system are similar. The variation tendency of the lift coefficient with the spacing ratio for the large pipeline is opposite to that for the small one.
dc.publisherAmerican Society of Civil Engineers
dc.titleHydrodynamic Forces on a Large Pipeline and a Small Pipeline in Piggyback Configuration under Wave Action
dc.typeJournal Paper
dc.journal.volume138
dc.journal.issue5
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000144
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 005
dc.contenttypeFulltext


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