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contributor authorZhang, Huayong
contributor authorWang, Zhongyu
contributor authorDai, Liming
contributor authorXu, Weigang
date accessioned2017-05-09T01:18:59Z
date available2017-05-09T01:18:59Z
date issued2015
identifier issn0098-2202
identifier otherfe_137_06_061201.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/158263
description abstractFrom the perspective of vegetation density, this research studies the influence of vegetation on turbulence characteristics and Reynolds shear stress in partly vegetated channel via a series of experiments. Natural reed is employed to simulate the emergent vegetation in rivers. Different vegetation densities including vegetated and unvegetated cases are considered in the research. The results of the research demonstrate that emergent vegetation may force the water flowing from vegetated areas to unvegetated areas and the forcing intensity increases with reed density. It is also found that the relative turbulence intensity declines along the vegetated channel in the direction of flow. Vegetation is found to reduce the totalaverage Reynolds shear stress therefore reduce the soil erosion. However, the Reynolds shear stress reduction is found disproportional to the vegetation density, and an optimal vegetation density range is quantitatively determined in the research. The findings of the research are significant to the practice of river ecological restoration.
publisherThe American Society of Mechanical Engineers (ASME)
titleInfluence of Vegetation on Turbulence Characteristics and Reynolds Shear Stress in Partly Vegetated Channel
typeJournal Paper
journal volume137
journal issue6
journal titleJournal of Fluids Engineering
identifier doi10.1115/1.4029608
journal fristpage61201
journal lastpage61201
identifier eissn1528-901X
treeJournal of Fluids Engineering:;2015:;volume( 137 ):;issue: 006
contenttypeFulltext


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