Flow structure over a wavy bed with vegetation cover

被引:21
作者
Kabiri, Fazeleh [1 ]
Afzalimehr, Hossein [1 ]
Sui, Jueyi [2 ]
机构
[1] Isfahan Univ Technol, Dept Water Engn, Esfahan, Iran
[2] Univ Northern British Columbia, Environm Engn Program, 3333 Univ Way, Prince George, BC, Canada
关键词
Wavy bed; Vegetation cover; Turbulence; Flow separation; Gravel; SUBMERGED FLEXIBLE VEGETATION; GRAVEL-BED; OPEN-CHANNEL; TURBULENCE STRUCTURE; VELOCITY PROFILES; MEAN FLOW; RESISTANCE; DISTRIBUTIONS; DUNES;
D O I
10.1016/j.ijsrc.2016.07.004
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
On the basis of experiments carried out in flume with a wavy bed with vegetation cover, flow velocity, turbulence intensities and Reynolds stress distributions are investigated. The wavy bed was similar to dune in this study. The fixed artificial dunes were constructed over the bed and artificial vegetation put over them in a laboratory flume. An Acoustic Doppler Velocimeter and spatially-averaged method were applied to determine turbulent flow components and shear velocity. Results were compared with a gravel bedform. It was observed that vegetation cover influences considerably the flow structure and displays clearly the flow separation and reattachment point. The law of the wall was not valid within the vegetation cover, but it was fitted well to the zone above the vegetation cover within the inner layer. For a wavy bed having the same dimensions, shear velocity and friction factor over vegetation cover are 1.7 and 2.6 times of those for the gravel bedform, respectively. The results of laboratory study were compared with those of river study. (C) 2017 International Research and Training Centre on Erosion and Sedimentation/the World Association for Sedimentation and Erosion Research. Published by Elsevier B.V. All rights reserved.
引用
收藏
页码:186 / 194
页数:9
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