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contributor authorJørgen Fredsøe
contributor authorErik Asp Hansen
date accessioned2017-05-08T21:09:05Z
date available2017-05-08T21:09:05Z
date copyrightMarch 1987
date issued1987
identifier other%28asce%290733-950x%281987%29113%3A2%28139%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40573
description abstractThis paper considers the lift forces acting on a pipe with or without a small gap between the pipe and the seabed. From simple physical considerations, it is explained why the potential theory that predicts a downward lift force fails. A modified description of the potential flow in front of the pipe is developed, from which the lift force is evaluated if the undisturbed flow has no velocity gradients (shear‐free flow). The paper also discusses the effect of shear on the lift coefficient. The theoretical findings are supported by experiments.
publisherAmerican Society of Civil Engineers
titleLift Forces on Pipelines in Steady Flow
typeJournal Paper
journal volume113
journal issue2
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1987)113:2(139)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 002
contenttypeFulltext


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