Abstract

Vegetation is a common feature in natural coastal and riverine waters, interacting with both water flow and sediment transport. However, the physical processes governing these interactions are still poorly understood, which makes it difficult to predict sediment transport and associated morphodynamics in a vegetated environment. In this context, an experimental study was conducted in laboratory with a movable bed trapped in artificial vegetation. The experimental flume is a rectangular open channel 5.75 m long and 0.29 m wide. For flow measurements, the channel is equipped with a fast camera and ADV probe. This work focuses on identifying the vegetation effects on flows and sediment transport. In fact, it was shown that the vegetation presence in a watercourse promotes deposition and sediment accumulation. This is explained by a reduction of the bed shear stress, since the friction occurs mainly by the drag force effect exerted by the vegetation. It was shown too that the vegetation reduced the bedload transport. Thanks to the partitioning of shear stress, it was possible to predict the bedload transport using standard formulas with a reasonable accuracy.

Highlights

  • The impact of vegetation on the sediment transport is a crucial issue to manage irrigation networks and natural flows

  • The aim of this paper is to show how a better understanding of the velocity field can help to understand the limitation of the sediment transport due to the presence of vegetation

  • Velocity profiles will be compared to 1D vertical model because the validation of these models can bring information to understand the role of the vegetation on the sediment transport and elaborating a pertinent method of shear stress partitioning

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Summary

Introduction

The impact of vegetation on the sediment transport is a crucial issue to manage irrigation networks and natural flows. In former studies, the role of the vegetation on hydraulic roughness was extensively investigated [3, 12, 13]. There are fewer studies that link the velocity profile within the canopy to the sediment transport [2]. Velocity profiles will be compared to 1D vertical model because the validation of these models can bring information to understand the role of the vegetation on the sediment transport and elaborating a pertinent method of shear stress partitioning. The experiments will emphasize the drastic influence of the vegetation on the solid rate, even if the hydraulic condition above canopy should involve sand movement

Experimental set-up
Experimental procedure
Velocity profiles without sediment
Bed shear stress
Sediment rate in experiments
Findings
Conclusion
Full Text
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