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Impact of stem size on turbulence and sediment resuspension under unidirectional flow

Author(s)
Liu, Chao; Shan, Yuqi; Nepf, Heidi
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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.
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Abstract
Laboratory experiments examined the impact of model vegetation on turbulence and resuspension. The turbulent kinetic energy increased with increasing velocity and increasing solid volume fraction, but did not depend on stem diameter. The vegetation-generated turbulence dominated the total turbulence inside canopies. For the same sediment size, the critical turbulent kinetic energy at which resuspension was initiated was the same for both vegetated and bare beds, which resulted in a critical velocity that decreased with increasing solid volume fraction. Both the critical turbulence and critical velocity for resuspension had no dependence on stem diameter. However, for denser canopies and/or a canopy of smaller stem size, a greater energy slope is required to initiate resuspension. This study provides a way to predict the onset of resuspension in regions with vegetation, an important threshold for sediment transport and landscape evolution.
Date issued
2021-03
URI
https://hdl.handle.net/1721.1/133058
Department
Massachusetts Institute of Technology. Department of Civil and Environmental Engineering
Journal
Water Resources Research
Publisher
American Geophysical Union (AGU)
Citation
Liu, C., Shan, Y., & Nepf, H. (2021). Impact of stem size on turbulence and sediment resuspension under unidirectional flow. Water Resources Research, 57, e2020WR028620.
Version: Final published version
ISSN
0043-1397
1944-7973

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