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contributor authorB. Mutlu Sumer
contributor authorH. René Jensen
contributor authorYe Mao
contributor authorJørgen Fredsøe
date accessioned2017-05-08T21:09:13Z
date available2017-05-08T21:09:13Z
date copyrightSeptember 1988
date issued1988
identifier other%28asce%290733-950x%281988%29114%3A5%28599%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40692
description abstractThe results of an investigation of the effect of lee‐wake on scour below pipelines in currents are reviewed. The subject is investigated both experimentally and numerically. The experiments show that the scour downstream of the pipe is apparently governed by the action of an organized wake flow, which is an agglomeration of large‐scale vortices which are shed from the pipe and steadily convected downstream. The experimental results lead to a clear understanding of the effect of lee‐wake on the scour phenomenon. In the numerical part of the study the so‐called cloud‐in‐cell method is employed to predict the flow. The results appear to reveal almost all the features of the organized wake flow shown by the experiments. The theoretical calculations demonstrate that the time average bed shear stress is not a suitable parameter to work with in mathematical‐model studies of lee‐wake scour.
publisherAmerican Society of Civil Engineers
titleEffect of Lee‐Wake on Scour Below Pipelines in Current
typeJournal Paper
journal volume114
journal issue5
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1988)114:5(599)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 005
contenttypeFulltext


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