Mean Flow and Turbulence around a Laboratory Spur Dike

被引:64
作者
Duan, Jennifer G. [1 ]
机构
[1] Univ Arizona, Dept Civil Engn & Engn Mech, Tucson, AZ 85721 USA
基金
美国国家科学基金会;
关键词
BED-LOAD TRANSPORT; CHANNEL FLOW; NUMERICAL-SIMULATION; SCOUR; MODEL; NONUNIFORM; ABUTMENT; STRESS; FIELD; SHEAR;
D O I
10.1061/(ASCE)HY.1943-7900.0000077
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The 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.
引用
收藏
页码:803 / 811
页数:9
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