Shear-layer turbulence and drag in submerged flexible canopies with lateral sway

Submerged vegetated canopies generate a canopy-top shear layer that governs vertical momentum exchange, turbulence production, and hydraulic resistance. While flexibility-driven streamwise reconfiguration has been widely studied, the incremental role of lateral sway—spanwise stem motion superimposed on the nominally streamwise shear layer—remains poorly constrained. Lateral-sway effects are isolated using a paired numerical design: for each flexibility level (Cauchy number Ca = 15–75, spanning weak to strong flow-induced reconfiguration), otherwise identical, fully developed open-channel canopy flows are simulated with either streamwise-only stem motion or fully three-dimensional motion including spanwise sway. The simulations resolve unsteady eddies and stem-scale loading through two-way coupling between the flow and a nonlinear beam model of flexible stems, enabling dynamic canopy–flow interaction without empirical drag tuning. Mixing-layer measures characterize the exchange-layer location and thickness using the interior–overflow velocity contrast, and double-averaged momentum budgets separate turbulence-driven (Reynolds) and form-induced contributions. Increasing flexibility reduces the effective canopy height by about 30%–33% and thickens the exchange layer, with Reynolds-stress influence becoming nearly depth filling by Ca ≈ 50. Allowing lateral sway increases resistance, raising array-integrated drag by about 14%–18% and reducing pore and overflow velocities at matched Ca. This resistance increase is associated with realized spanwise tip excursions, which increase time-varying projected exposure and motion-induced momentum extraction near the canopy–overflow interface, limiting overflow acceleration even as mean reconfiguration reduces blockage. Lateral sway leaves the depth reach of Reynolds-stress penetration largely unchanged but reorganizes the transport pathway: spanwise meandering weakens the persistence of canopy-locked wake/jet structures, suppresses form-induced momentum flux within the canopy, and shifts stress support toward turbulence. Consistent with the mean-flow response, sway shifts the most active exchange region closer to the vegetation, strengthening canopy-side turbulence relative to the overflow. Coherence measures therefore respond more strongly than penetration measures, indicating a decoupling between the depth reach of interfacial influence and the organization of momentum transport. These findings identify when lateral sway should be represented, or parameterized, to predict shear-layer turbulence, momentum exchange, and drag scaling in submerged flexible-canopy flows.

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Publication Details

Journal
Physics of Fluids
Published
2026-04-01
DOI
https://doi.org/10.1063/5.0321487
Primary Topic
Hydrology and Sediment Transport Processes
Type
article
Field-Weighted Citation Impact
0.00

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article

Shear-layer turbulence and drag in submerged flexible canopies with lateral sway

Zhimeng Zhang, Chun-ning Ji, Dong Xu
Physics of Fluids
Hydrology and Sediment Transport Processes
article

Shear-layer turbulence and drag in submerged flexible canopies with lateral sway

Zhimeng Zhang, Chun-ning Ji, Dong Xu
article en

Abstract

Submerged vegetated canopies generate a canopy-top shear layer that governs vertical momentum exchange, turbulence production, and hydraulic resistance. While flexibility-driven streamwise reconfiguration has been widely studied, the incremental role of lateral sway—spanwise stem motion superimposed on the nominally streamwise shear layer—remains poorly constrained. Lateral-sway effects are isolated using a paired numerical design: for each flexibility level (Cauchy number Ca = 15–75, spanning weak to strong flow-induced reconfiguration), otherwise identical, fully developed open-channel canopy flows are simulated with either streamwise-only stem motion or fully three-dimensional motion including spanwise sway. The simulations resolve unsteady eddies and stem-scale loading through two-way coupling between the flow and a nonlinear beam model of flexible stems, enabling dynamic canopy–flow interaction without empirical drag tuning. Mixing-layer measures characterize the exchange-layer location and thickness using the interior–overflow velocity contrast, and double-averaged momentum budgets separate turbulence-driven (Reynolds) and form-induced contributions. Increasing flexibility reduces the effective canopy height by about 30%–33% and thickens the exchange layer, with Reynolds-stress influence becoming nearly depth filling by Ca ≈ 50. Allowing lateral sway increases resistance, raising array-integrated drag by about 14%–18% and reducing pore and overflow velocities at matched Ca. This resistance increase is associated with realized spanwise tip excursions, which increase time-varying projected exposure and motion-induced momentum extraction near the canopy–overflow interface, limiting overflow acceleration even as mean reconfiguration reduces blockage. Lateral sway leaves the depth reach of Reynolds-stress penetration largely unchanged but reorganizes the transport pathway: spanwise meandering weakens the persistence of canopy-locked wake/jet structures, suppresses form-induced momentum flux within the canopy, and shifts stress support toward turbulence. Consistent with the mean-flow response, sway shifts the most active exchange region closer to the vegetation, strengthening canopy-side turbulence relative to the overflow. Coherence measures therefore respond more strongly than penetration measures, indicating a decoupling between the depth reach of interfacial influence and the organization of momentum transport. These findings identify when lateral sway should be represented, or parameterized, to predict shear-layer turbulence, momentum exchange, and drag scaling in submerged flexible-canopy flows.

Physics of FluidsVol. 38(4)
Tianjin University (CN), Hohai University (CN), The University of Western Australia (AU), China Earthquake Administration (CN)
National Natural Science Foundation of China, State Key Laboratory of Hydraulics and Mountain River Engineering, Tianjin Science and Technology Program
Openalex Percentile: Top 18%
Hydrology and Sediment Transport Processes
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