Turbulence Kinetic Energy and High-Order Moments of Velocity Fluctuations of Flows in the Presence of Submerged Vegetation in Pools

Author:

Tabesh Mofrad Mohammad Reza1,Parvizi Parsa2,Afzalimehr Hossein1,Sui Jueyi3

Affiliation:

1. School of Civil Engineering, Iran University of Science and Technology, Tehran 16846-13114, Iran

2. Department of Hydraulic, Isfahan University of Technology, Isfahan 84156-83111, Iran

3. School of Engineering, University of Northern British Columbia, Prince George, BC V2N 4Z9, Canada

Abstract

The flow in arid and semi-arid regions changes significantly during seasons, letting many vegetation patches develop in different parts of rivers. In the presence of aquatic plants in streams, different flow structures have resulted. When the water level increases in these rivers, the presence of vegetation patches influences the turbulent flow structures, which may considerably change the estimation of key hydraulic parameters. The results of earlier investigations indicated that a wide range of submerged and non-submerged vegetation influences the hydrodynamic features of flows in rivers and streams. In the present investigation, two pools with various slopes of entry and exit sections were used to conduct eight independent experiment runs. In addition, a vegetation patch over the entire pool section has been set up to investigate the effects of the vegetation patch on flow structures in pools. The effect of two slopes of 5 and 10 degrees for both entrance and exit of the pools on flow structure has been investigated. Considering two aspect ratios of 2.0 and 2.7, the distributions of flow velocity, Reynolds normal and shear stresses, turbulence intensities, turbulent kinetic energy (TKE), quadrant analysis, and spectral analysis have been studied at the trailing edge of the vegetation patch along an artificial pool. Results show that, for large entrance and exit slopes (10 degrees), the TKE distribution profiles have no specific form. However, the TKE values have a convex-shaped distribution pattern with the maximum TKE value near the bed when the slopes of the entrance and exit sections of the pool are small (5 degrees). Results showed that both ejections and sweeps govern the turbulence structures and coherent motions at the trailing edge of the vegetation patch along the pool. The geometry, entrance, and exit slopes of the pool have no effect on the validation of power spectral function compared to the presence of a vegetation patch in a flatbed.

Publisher

MDPI AG

Subject

Water Science and Technology,Aquatic Science,Geography, Planning and Development,Biochemistry

Reference49 articles.

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2. Hydrodynamics of vegetated channels;Nepf;J. Hydraul. Res.,2012

3. Dey, S. (2014). Fluvial Hydrodynamics, Hydrodynamic and Sediment Transport Phenomena, Springer.

4. Flow and transport in channels with submerged vegetation;Nepf;Acta Geophys.,2008

5. Experimental study on velocity distributions, secondary currents, and coherent structures in open channel flow with submerged riparian vegetation;Shi;Adv. Water Resour.,2023

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