Investigating the Combined Effect of Tall and Short Vegetation Patches in Open Channel Flow

Double-layered vegetation patches in open channels have a significant effect on flow structures. While several investigations have been conducted on double-layered vegetation, none have specifically addressed the impact of submergence levels. This study employs a Reynolds stress turbulence model to examine rigid, discontinuous double-layered submerged vegetation patches. For simulations and post-processing, ANSYS (FLUENT) utilizing Computational Fluid Dynamics (CFD) techniques was used to analyze the differences in mean stream velocity within the model domain. Various distributions and profiles of mean stream and depth-averaged velocities are presented in this study. It was observed that the velocity decreases noticeably in the gap region, as the flow stabilizes there. Additionally, fluctuations in mean stream velocity were noted directly behind both the smaller and taller vegetation dowels. Notably, distinct velocity transition zones consistently detected at the tops of the vegetation dowels. Experimental vegetation patches should be installed along riverbanks, wetlands, or in storm water channels to monitor their effects on flow velocity.

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Publication Details

Journal
Fusion Journal of Engineering and Sciences
Published
2025-10-04
DOI
https://doi.org/10.64615/fjes.1.specialissue.2025.48
Primary Topic
Hydrology and Sediment Transport Processes
Type
article
Field-Weighted Citation Impact
0.00
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article

Investigating the Combined Effect of Tall and Short Vegetation Patches in Open Channel Flow

Imtiaz Ahmed, Zaheer Ahmad, S. R. U. Shah, Naveed Anjum et al.
Fusion Journal of Engineering and Sciences
Hydrology and Sediment Transport Processes
article

Investigating the Combined Effect of Tall and Short Vegetation Patches in Open Channel Flow

Imtiaz Ahmed, Zaheer Ahmad, S. R. U. Shah, Naveed Anjum, Ahmad Ali, Junaid Ahmed Sidiqy, Shadab Anwar
article en

Abstract

Double-layered vegetation patches in open channels have a significant effect on flow structures. While several investigations have been conducted on double-layered vegetation, none have specifically addressed the impact of submergence levels. This study employs a Reynolds stress turbulence model to examine rigid, discontinuous double-layered submerged vegetation patches. For simulations and post-processing, ANSYS (FLUENT) utilizing Computational Fluid Dynamics (CFD) techniques was used to analyze the differences in mean stream velocity within the model domain. Various distributions and profiles of mean stream and depth-averaged velocities are presented in this study. It was observed that the velocity decreases noticeably in the gap region, as the flow stabilizes there. Additionally, fluctuations in mean stream velocity were noted directly behind both the smaller and taller vegetation dowels. Notably, distinct velocity transition zones consistently detected at the tops of the vegetation dowels. Experimental vegetation patches should be installed along riverbanks, wetlands, or in storm water channels to monitor their effects on flow velocity.

Fusion Journal of Engineering and Sciences
Khwaja Fareed University of Engineering and Information Technology (PK)
Openalex Percentile: Top 73%
Hydrology and Sediment Transport Processes
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