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contributor authorNian-Sheng Cheng
contributor authorCai Ling Hui
contributor authorXikun Wang
contributor authorSoon Keat Tan
date accessioned2019-09-18T10:40:53Z
date available2019-09-18T10:40:53Z
date issued2019
identifier other%28ASCE%29EM.1943-7889.0001626.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260211
description abstractLaboratory experiments were conducted to directly measure the drag force induced by vegetation patches under unidirectional flow conditions. The drag force was measured with a highly responsive load cell for six patch models, of which the vegetation stems were simulated using rigid cylindrical rods. The measured drag coefficient varies with the Reynolds number and the number of rods included in the patch model. It generally reduces with increasing Reynolds number, and the reduction appears more significant for a patch model with fewer rods. To take into account effects of the patch porosity, this study proposed to redefine the drag coefficient and Reynolds number based on new length and velocity scales, that is, the vegetation hydraulic radius and the average velocity for the flow through the patch. This change produces a monotonic relationship between the redefined drag coefficient and redefined Reynolds number, which is generally applicable for all patch models.
publisherAmerican Society of Civil Engineers
titleLaboratory Study of Porosity Effect on Drag Induced by Circular Vegetative Patch
typeJournal Paper
journal volume145
journal issue7
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0001626
page04019046
treeJournal of Engineering Mechanics:;2019:;Volume ( 145 ):;issue: 007
contenttypeFulltext


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