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contributor authorJennifer G. Duan
date accessioned2017-05-08T21:50:35Z
date available2017-05-08T21:50:35Z
date copyrightOctober 2009
date issued2009
identifier other%28asce%29hy%2E1943-7900%2E0000102.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63903
description abstractThe three-dimensional turbulent flow field around a spur dike in a plane fixed-bed laboratory open channel was studied experimentally using a microacoustic Doppler velocimeter. Mean and turbulence characteristics in all three spatial directions were evaluated at upstream and downstream cross sections near the dike. Results showed that the primary flow separated in both lateral and vertical directions. Two counter-rotating flow circulations, consisting of the lateral and vertical velocity components, originated at the dike section. Downstream of the dike, the circulation in the flow-separation zone is stronger than the one in the contracted primary flow zone. The maximum bed-shear stresses estimated using Reynolds stresses is about three times as large as the mean bed-shear stress of incoming flow.
publisherAmerican Society of Civil Engineers
titleMean Flow and Turbulence around a Laboratory Spur Dike
typeJournal Paper
journal volume135
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000077
treeJournal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 010
contenttypeFulltext


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