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  4. The wake structure behind a porous obstruction and its implications for deposition near a finite patch of emergent vegetation

The wake structure behind a porous obstruction and its implications for deposition near a finite patch of emergent vegetation

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Author(s)
Chen, Zhengbing
•
Ortiz, Alejandra Campbell
•
Zong, Lijun
•
Nepf, Heidi
Date Issued
September 2012
Journal
Water Resources Research
Publisher
American Geophysical Union (Wiley platform)
Citation
Chen, Zhengbing et al. “The Wake Structure Behind a Porous Obstruction and Its Implications for Deposition Near a Finite Patch of Emergent Vegetation.” Water Resources Research 48.9 (2012). ©2012 John Wiley & Sons, Inc
Version
Final published version
Abstract
This experimental study describes the mean and turbulent flow structure in the wake of a circular array of cylinders, which is a model for a patch of emergent vegetation. The patch diameter, D, and patch density, a (frontal area per volume), are varied. The flow structure is linked to a nondimensional flow blockage parameter, C[subscript D]aD, which is the ratio of the patch diameter and a drag length scale (C[subscript D]a)[superscript −1]. C[subscript D] is the cylinder drag coefficient. The velocity exiting the patch, U[subscript e], is reduced relative to the upstream velocity, U[subscript ∞], and U[subscript e]/U[subscript ∞] decreases as flow blockage (C[subscript D]aD) increases. A predictive model is developed for U[subscript e]/U[subscript ∞]. The wake behind the patch contains two peaks in turbulence intensity. The first peak occurs directly behind the patch and is related to turbulence production within the patch at the scale of individual cylinders. The second peak in turbulence intensity occurs at distance L[subscript w]downstream from the patch and is related to the wake-scale vortices of the von Karman vortex street. The presence of the flow U[subscript e] in the wake delays the formation of the von Karman vortex street until distance L[subscript 1] (
MIT Department
Massachusetts Institute of Technology. Department of Civil and Environmental Engineering
Terms of Use
Article is made available in accordance with the publisher's policy and may be subject to US copyright law. Please refer to the publisher's site for terms of use.
Persistent DSpace Link
http://hdl.handle.net/1721.1/77980
DOI of Published Version
http://dx.doi.org/10.1029/2012wr012224
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