Technical Papers
Dec 7, 2017

Vortex Structure and Sediment Deposition in the Wake behind a Finite Patch of Model Submerged Vegetation

Publication: Journal of Hydraulic Engineering
Volume 144, Issue 2

Abstract

A submerged patch of finite-width vegetation may produce vortex structures in its wake in both the vertical and horizontal planes. This experimental study used velocity and deposition measurements and flow visualization to determine how the height (h) and width (D) of a submerged patch of model vegetation with high stem density influenced the wake vortex structures and their impact on the deposition of suspended sediment. The enhancement of fine-particle deposition can provide an important positive feedback to patch persistence and growth. The distance over which deposition was enhanced (LDep) was strongly correlated with the distance over which velocity remained depressed within the wake (Lw), which in turn depended on the wake vortex structures. The aspect ratio D/h determined the orientation of the vortices formed in the wake. For h<D, a vortex in the vertical plane occurred within a few patch heights downstream from the patch. If present, the horizontal von Karman vortex was initiated at the same position. The Karman vortex was absent for h/D<0.7. For these cases (h<D), LDep scaled on the patch height. Specifically, LDep=(2.3±0.5) h. For h>D, the vortex in the horizontal plane formed first (closer to the patch) and controlled the velocity recovery within the wake. For these cases (h>D), LDep=(2.1±0.4) D. In field studies, these relations can be used to predict the length of the region favoring deposition (LDep) from measured patch diameter (D) and height (h).

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Acknowledgments

The work was supported by the National Natural Science Foundation of China (Nos. 51609160 and 51539007) and by the U.S. National Science Foundation (No. EAR-1414499). Any opinions, findings, or recommendations expressed in this material are those of the author(s) and do not necessarily reflect the views of the National Science Foundation. The data presented in this paper are available in Excel format upon request from the authors.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 144Issue 2February 2018

History

Received: Nov 29, 2016
Accepted: Jul 31, 2017
Published online: Dec 7, 2017
Published in print: Feb 1, 2018
Discussion open until: May 7, 2018

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Associate Professor, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu, Sichuan 610065, China; Visiting Scholar, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology, 77 Massachusetts Ave. 48-213, Cambridge, MA 02139 (corresponding author). E-mail: [email protected]
Zhenghong Hu [email protected]
Ph.D. Candidate, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chen, Chengdu, Sichuan 610065, China; formerly, Visiting Student, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology, 77 Massachusetts Ave. 48-120, Cambridge, MA 02139. E-mail: [email protected]
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology, 77 Massachusetts Ave. 48-120, Cambridge, MA 02139. E-mail: [email protected]
Heidi Nepf, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology, 77 Massachusetts Ave. 48-216D, Cambridge, MA 02139. E-mail: [email protected]

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