Impact of the Relative Submergence on Turbulence Structures in Open‐Channel Flow Through Arrays of Large Spherical Roughness Elements

Abstract This study investigates the impact of relative submergence, defined as the ratio of water depth to the diameter of boulders ( k = H/D ), on turbulence structures in flow through boulder arrays. The large‐eddy simulation method is employed to simulate flow through boulder arrays across a range of k values from 0.25 to 3.50. Within this range, three distinct flow regimes are identified: low ( k = 0.25), intermediate ( k = 0.75 and 1.25), and high ( k = 2.0 and 3.5) relative submergence regimes. Across these three regimes, distributions of time‐averaged velocities, secondary flow, turbulent kinetic energy, and dominant turbulence structures in the wakes of boulders exhibit significant variations. The wake of boulders, characterized by recirculation flow, only manifests at k 0.75 and is more pronounced at higher k values. Particularly at k = 3.5, funnel vortices in the wake and secondary flow at the sides of boulders develop, enhancing vertical momentum exchange. Three types of coherent structures are identified within the wake: (a) the near‐bed hairpin vortex with a wavelength () of 0.8 D at the lowest k , (b) the lateral flapping of boulder wakes with intermediate k , and (c) the meandering of high‐speed streaks at the side of boulders with at high k . These structures alter the distribution of the near‐bed Reynolds shear stresses (RSS) and contribute up to 20% of the near‐bed RSS. At k 1.25, a region of low near‐bed shear stress appears upstream of boulders, while it shifts to the wake of boulders at k = 3.5, contributing the observed variations in deposition patterns at different k values as reported by Papanicolaou et al. (2018, https://doi.org/10.1029/2018jf004753 ). In addition, the two bedload periodicities reported in the experiment of Papanicolaou et al. (2018, https://doi.org/10.1029/2018jf004753 ) are justified by the ratio of the wavelength of lateral flapping of boulder wakes to that of meandering of low‐ and high‐speed streaks.

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Publication Details

Journal
Water Resources Research
Published
2025-05-30
DOI
https://doi.org/10.1029/2024wr038282
Citations
2
Primary Topic
Hydrology and Sediment Transport Processes
Type
article
Field-Weighted Citation Impact
3.43

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article

Impact of the Relative Submergence on Turbulence Structures in Open‐Channel Flow Through Arrays of Large Spherical Roughness Elements

Yan Liu, Lei Huang, Thorsten Stoesser, Hongwei Fang et al.
2 citations
Water Resources Research
Hydrology and Sediment Transport Processes
3.43
article

Impact of the Relative Submergence on Turbulence Structures in Open‐Channel Flow Through Arrays of Large Spherical Roughness Elements

Yan Liu, Lei Huang, Thorsten Stoesser, Hongwei Fang, Zhengdao Tang
article en
2 citations

Abstract

Abstract This study investigates the impact of relative submergence, defined as the ratio of water depth to the diameter of boulders ( k = H/D ), on turbulence structures in flow through boulder arrays. The large‐eddy simulation method is employed to simulate flow through boulder arrays across a range of k values from 0.25 to 3.50. Within this range, three distinct flow regimes are identified: low ( k = 0.25), intermediate ( k = 0.75 and 1.25), and high ( k = 2.0 and 3.5) relative submergence regimes. Across these three regimes, distributions of time‐averaged velocities, secondary flow, turbulent kinetic energy, and dominant turbulence structures in the wakes of boulders exhibit significant variations. The wake of boulders, characterized by recirculation flow, only manifests at k 0.75 and is more pronounced at higher k values. Particularly at k = 3.5, funnel vortices in the wake and secondary flow at the sides of boulders develop, enhancing vertical momentum exchange. Three types of coherent structures are identified within the wake: (a) the near‐bed hairpin vortex with a wavelength () of 0.8 D at the lowest k , (b) the lateral flapping of boulder wakes with intermediate k , and (c) the meandering of high‐speed streaks at the side of boulders with at high k . These structures alter the distribution of the near‐bed Reynolds shear stresses (RSS) and contribute up to 20% of the near‐bed RSS. At k 1.25, a region of low near‐bed shear stress appears upstream of boulders, while it shifts to the wake of boulders at k = 3.5, contributing the observed variations in deposition patterns at different k values as reported by Papanicolaou et al. (2018, https://doi.org/10.1029/2018jf004753 ). In addition, the two bedload periodicities reported in the experiment of Papanicolaou et al. (2018, https://doi.org/10.1029/2018jf004753 ) are justified by the ratio of the wavelength of lateral flapping of boulder wakes to that of meandering of low‐ and high‐speed streaks.

Water Resources ResearchVol. 61(6)
Southern University of Science and Technology (CN), University College London (GB), Tsinghua University (CN)
Natural Science Foundation of Shenzhen City, National Natural Science Foundation of China, National Key Research and Development Program of China
Openalex Percentile: Top 9%
Hydrology and Sediment Transport Processes
3.43
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