Skip to main content
Log in

Characteristics of turbulent flow in 3-D pools in the presence of submerged rigid vegetation in channel bed

  • Articles
  • Published:
Journal of Hydrodynamics Aims and scope Submit manuscript

Abstract

In this study, the interaction between 3-D bedforms and submerged rigid vegetation has been investigated. Various laboratory experiments were conducted to study the distribution of flow velocity, Reynolds shear stress, turbulent kinetic energy, and skewness coefficients for a constant density of vegetation. Results showed that the velocity profile in the pool section deviates from those in the upstream section of the pool. It has been found that the dip parameter varied between 0.6H and 0.9H depending on various factors including bed roughness, vegetation distribution, and pool entrance/exit slopes. However, scattered vegetation in the pool and differences in slopes created non-uniform flow conditions. Also, in the wake region behind each vegetated element, flow velocity reduced significantly, and small-scale eddies are formed, causing increased perturbations. By decreasing the entrance slope and bed roughness, relatively uniform flow and weaker turbulence was resulted, but the random distribution of vegetated elements counteracted this balance and intensified turbulence. With the decrease in the pool entrance slope, the contribution of sweep event decreased and the contribution of ejection event increased.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. Yang L., Fang H. Z., Yang Z. H. et al. Longitudinal dispersive coefficient in channels with aquatic vegetation: A review [J]. Journal of Hydrodynamics, 2023, 35(3): 379–395.

    Article  Google Scholar 

  2. Nosrati K., Afzalimehr H., Sui J. Drag coefficient of submerged flexible vegetation patches in gravel bed rivers [J]. Water, 2022, 14(5): 743.

    Article  Google Scholar 

  3. Nosrati K., Afzalimehr H., Sui J. Interaction of irregular distribution of submerged rigid vegetation and flow within a straight pool [J]. Water, 2022, 14(13): 2036.

    Article  Google Scholar 

  4. Zamani M., Afzalimehr H., Jahadi M. et al. Flow structure over bed form with flexible vegetation patches [J]. ISH Journal of Hydraulic Engineering, 2022, 28(4): 378–384.

    Article  Google Scholar 

  5. Nepf H. M., Vivoni E. Flow structure in depth-limited, vegetated flow [J]. Journal of Geophysical Research: Oceans, 2000, 105(C12): 28547–28557.

    Article  Google Scholar 

  6. Liu M., Huai W., Ji B. Characteristics of the flow structures through and around a submerged canopy patch [J]. Physics of Fluids, 2021, 33(3): 035144.

    Article  Google Scholar 

  7. Huai W. X., Zhang J., Katul G. G. et al. The structure of turbulent flow through submerged flexible vegetation [J]. Journal of Hydrodynamics, 2019, 31(2): 274–292.

    Article  Google Scholar 

  8. Huai W., Wang W., Hu Y. et al. Analytical model of the mean velocity distribution in an open channel with double-layered rigid vegetation [J]. Advances in Water Resources, 2014, 69: 106–113.

    Article  Google Scholar 

  9. Nezu I., Sanjou M. Turburence structure and coherent motion in vegetated canopy open-channel flows [J]. Journal of Hydro-environment Research, 2008, 2(2): 62–90.

    Article  Google Scholar 

  10. Nikora N., Nikora V., O’Donoghue T. Velocity profiles in vegetated open-channel flows: Combined effects of multiple mechanisms [J]. Journal of Hydraulic Engineering, ASCE, 2013. 139(10): 1021–1032.

    Article  Google Scholar 

  11. White B. L., Nepf H. M. A vortex-based model of velocity and shear stress in a partially vegetated shallow channel [J]. Water Resources Research, 2008, 44(1): W01412.

    Article  Google Scholar 

  12. Abderrezzak K. E. K., Ata R., Zaoui F. One-dimensional numerical modelling of solute transport in streams: The role of longitudinal dispersion coefficient [J]. Journal of Hydrology, 2015. 527: 978–989.

    Article  Google Scholar 

  13. Afzalimehr H., Barahimi M., Sui J. Non-uniform flow over cobble bed with submerged vegetation strip [J]. Proceedings of the Institution of Civil Engineers-Water Management, 2019, 172(2): 86–101.

    Article  Google Scholar 

  14. Afzalimehr H., Rennie C. D. Determination of bed shear stress in gravel-bed rivers using boundary-layer parameters [J]. Hydrological Sciences Journal, 2009, 54(1): 147–159.

    Article  Google Scholar 

  15. Barber L. B., Keefe S. H., Antweiler R. C. et al. Accumulation of contaminants in fish from wastewater treatment wetlands [J]. Environmental Science and Technology, 2006, 40(2): 603–611.

    Article  Google Scholar 

  16. Beltrão G. D. B. M., Medeiros E. S. F., Ramos R. T. D. C. Effects of riparian vegetation on the structure of the marginal aquatic habitat and the associated fish assemblage in a tropical Brazilian reservoir [J]. Biota Neotropica, 2009, 9: 37–43.

    Article  Google Scholar 

  17. Tang C., Yi Y., Zhang S. Flow and turbulence in unevenly obstructed channels with rigid and flexible vegetation [J]. Journal of Environmental Management, 2023, 326: 116736.

    Article  Google Scholar 

  18. Conde-Frias M., Ghisalberti M., Lowe R. J. et al. The near-bed flow structure and bed shear stresses within emergent vegetation [J]. Water Resources Research, 2023, 59(4): e2022WR032499.

    Article  Google Scholar 

  19. Ghisalberti M., Nepf H. The structure of the shear layer in flows over rigid and flexible canopies [J]. Environmental Fluid Mechanics, 2006, 6(3): 277–301.

    Article  Google Scholar 

  20. Rowiński P. M., Kubrak J. A mixing-length model for predicting vertical velocity distribution in flows through emergent vegetation [J]. Hydrological Sciences Journal, 2002, 47(6): 893–904.

    Article  Google Scholar 

  21. Nepf H. M., Vivoni E. R. Turbulence structure in depth-limited vegetated flow: Transition between emergent and submerged regimes [C]. Proceeding of the 28th IAHR Congress, Graz, Austria, 1999.

  22. Escalada J. P., Arce V. B., Porcal G. V. et al. The effect of dichlorophen binding to silica nanoparticles on its photosensitized degradation in water [J]. Water Research, 2014, 50: 229–236.

    Article  Google Scholar 

  23. Tabesh Mofrad M. R., Parvizi P., Afzalimehr H. et al. Turbulence kinetic energy and high-order moments of velocity fluctuations of flows in the presence of submerged vegetation in pools [J]. Water, 2023, 15(12): 2170.

    Article  Google Scholar 

  24. Chartrand S. M., Jellinek A. M., Hassan M. A. et al. Coupling between downstream variations of channel width and local pool-riffle bed topography [J]. Earth Surface Dynamics, 2023, 11(1):1–20.

    Article  Google Scholar 

  25. Nasiri Dehsorkhi E., Afzalimehr H., Singh V. P. Effect of bed forms and vegetated banks on velocity distributions and turbulent flow structure [J]. Journal of Hydrologic Engineering, 2011, 16(6): 495–507.

    Article  Google Scholar 

  26. Nosrati K., Afzalimeh H., Kazem M. Resistance to flow in a cobble-gravel bed river with irregular vegetation patches and pool-riffle bedforms (Case study: Padena Marbor River) [J]. Ferdowsi Civil Engineering (JFCEI), 2021, 2(34): 35–50.

    Google Scholar 

  27. Bunte K. Sampling surface and subsurface particle-size distributions in wadable gravel-and cobble-bed streams for analyses in sediment transport, hydraulics, and streambed monitoring [R]. Fort Collins, USA: US Department of Agriculture, Forest Service, Rocky Mountain Research Station, 2001.

    Book  Google Scholar 

  28. Nepf H. M. Hydrodynamics of vegetated channels [J]. Journal of Hydraulic Research, 2012. 50(3): 262–279.

    Article  Google Scholar 

  29. Liu C., Yan C., Sun S. et al. Velocity, turbulence, and sediment deposition in a channel partially filled with a phragmites australis canopy [J]. Water Resources Research, 2022, 58(8): e2022WR032381.

    Article  Google Scholar 

  30. Kang H., Choi S. U. Reynolds stress modelling of rectangular open-channel flow [J]. International Journal for Numerical Methods in Fluids, 2006, 51(11): 1319–1334.

    Article  Google Scholar 

  31. Bassey O. B., Agunwamba J. Derived models for the prediction of Cole’s and dip parameters for velocity gradients determination in open natural channels [J]. Journal of Civil and Environmental Research, 1998, 8(9): 87–103.

    Google Scholar 

  32. Afzalimehr H., Moghbel R., Gallichand J. et al. Investigation of turbulence characteristics in channel with dense vegetation [J]. International Journal of Sediment Research, 2011, 26(3): 269–282.

    Article  Google Scholar 

  33. Ai Y., Huai W., Chen B. et al. Solute cloud evolution in channels with suspended vegetation of different configurations [J]. Journal of Cleaner Production, 2023, 408: 137057.

    Article  Google Scholar 

  34. D’Ippolito A., Calomino F., Alfonsi G. et al. Drag coefficient of in-line emergent vegetation in open channel flow [J]. International Journal of River Basin Management, 2023, 21(2): 253–263.

    Article  Google Scholar 

Download references

Acknowledgments

The authors express their sincere gratitude to Iran University of Science and Technology for allowing us to use the laboratory facilities such as the flume and ADV. This in-kind support is essential for this study.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Hossein Afzalimehr.

Ethics declarations

Conflict of interest: The authors declare that they have no conflict of interest. Jueyi Sui is editorial board member for the Journal of Hydrodynamics and was not involved in the editorial review, or the decision to publish this article. All authors declare that there are no other competing interests.

Ethical approval: This article does not contain any studies with human participants or animals performed by any of the authors.

Informed consent: Not applicable.

Additional information

Biography: Kourosh Nosrati (1989-), Male, Ph. D., Research Manager

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Nosrati, K., Afzalimehr, H., Sui, J. et al. Characteristics of turbulent flow in 3-D pools in the presence of submerged rigid vegetation in channel bed. J Hydrodyn 36, 158–169 (2024). https://doi.org/10.1007/s42241-024-0009-7

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s42241-024-0009-7

Key words

Navigation