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Research Article

Evaluating shallow mixing layer in partially-distributed canopy flows using DA-LES: bed friction, water shallowness and canopy denseness

, , , & ORCID Icon
Article: 2298075 | Received 21 Sep 2023, Accepted 18 Dec 2023, Published online: 05 Feb 2024

References

  • Anderson, B. G., Rutherfurd, I. D., & Western, A. W. (2006). An analysis of the influence of riparian vegetation on the propagation of flood waves. Environmental Modelling & Software, 21, 1290–1296. https://doi.org/10.1016/j.envsoft.2005.04.027
  • Asaeda, T., Gomes, P. I., & Takeda, E. (2010). Spatial and temporal tree colonization in a midstream sediment bar and the mechanisms governing tree mortality during a flood event. River Research and Applications, 26, 960–976. https://doi.org/10.1002/rra.1313
  • Ben Meftah, M., De Serio, F., & Mossa, M. (2014). Hydrodynamic behavior in the outer shear layer of partly obstructed open channels. Physics of Fluids, 26, 065102. https://doi.org/10.1063/1.4881425
  • Chen, W. Y., & Cho, F. H. T. (2019). Environmental information disclosure and societal preferences for urban river restoration: Latent class modelling of a discrete-choice experiment. Journal of Cleaner Production, 231, 1294–1306. https://doi.org/10.1016/j.jclepro.2019.05.307
  • Cheng, Z., & Constantinescu, G. (2020). Near-and far-field structure of shallow mixing layers between parallel streams. Journal of Fluid Mechanics, 904, A21. https://doi.org/10.1017/jfm.2020.638
  • Cheng, Z., & Constantinescu, G. (2021). Shallow mixing layers between non-parallel streams in a flat-bed wide channel. Journal of Fluid Mechanics, 916. https://doi.org/10.1017/jfm.2021.254
  • Chu, V. H., & Babarutsi, S. (1988). Confinement and bed-friction effects in shallow turbulent mixing layers. Journal of Hydraulic Engineering, 114, 1257–1274. https://doi.org/10.1061/(ASCE)0733-9429(1988)114:10(1257)
  • de Lima, A., & Izumi, N. (2014). On the nonlinear development of shear layers in partially vegetated channels. Physics of Fluids, 26, 084109. https://doi.org/10.1063/1.4893676
  • Duan, J. G., & Nanda, S. K. (2006). Two-dimensional depth-averaged model simulation of suspended sediment concentration distribution in a groyne field. Journal of Hydrology, 327, 426–437. https://doi.org/10.1016/j.jhydrol.2005.11.055
  • Elder, J. (1959). The dispersion of marked fluid in turbulent shear flow. Journal of Fluid Mechanics, 5, 544–560. https://doi.org/10.1017/S0022112059000374
  • Ghidaoui, M. S., & Kolyshkin, A. A. (1999). Linear stability analysis of lateral motions in compound open channels. Journal of Hydraulic Engineering, 125, 871–880. https://doi.org/10.1061/(ASCE)0733-9429(1999)125:8(871)
  • Guo, J., Jiang, W., & Chen, G. (2020). Transient solute dispersion in wetland flows with submerged vegetation: An analytical study in terms of time-dependent properties. Water Resources Research, 56, e2019WR025586.
  • Gurnell, A. (2014). Plants as river system engineers. Earth Surface Processes and Landforms, 39, 4–25. https://doi.org/10.1002/esp.3397
  • Gurnell, A. M., Petts, G. E., Hannah, D. M., Smith, B. P., Edwards, P. J., Kollmann, J., & Tockner, J. V. W. (2001). Riparian vegetation and island formation along the gravel-bed Fiume Tagliamento, Italy. Earth Surface Processes and Landforms: The Journal of the British Geomorphological Research Group, 26, 31–62.
  • Hinterberger, C., Fröhlich, J., & Rodi, W. (2007). Three-dimensional and depth-averaged large-eddy simulations of some shallow water flows. Journal of Hydraulic Engineering, 133, 857–872. https://doi.org/10.1061/(ASCE)0733-9429(2007)133:8(857)
  • Huai, W., Xue, W., & Qian, Z. (2015). Large-eddy simulation of turbulent rectangular open-channel flow with an emergent rigid vegetation patch. Advances in Water Resources, 80, 30–42. https://doi.org/10.1016/j.advwatres.2015.03.006
  • Jang, C.-L., & Shimizu, Y. (2005). Numerical simulation of relatively wide, shallow channels with erodible banks. Journal of Hydraulic Engineering, 131, 565–575. https://doi.org/10.1061/(ASCE)0733-9429(2005)131:7(565)
  • Jang, C.-L., & Shimizu, Y. (2007). Vegetation effects on the morphological behavior of alluvial channels. Journal of Hydraulic Research, 45, 763–772. https://doi.org/10.1080/00221686.2007.9521814
  • Jia, Y.-Y., Yao, Z.-D., Duan, H.-F., Wang, X.-K., & Yan, X.-F. (2022). Numerical assessment of canopy blocking effect on partly-obstructed channel flows: From perturbations to vortices. Engineering Applications of Computational Fluid Mechanics, 16, 1761–1780. https://doi.org/10.1080/19942060.2022.2109757
  • Kasvi, E., Alho, P., Lotsari, E., Wang, Y., Kukko, A., Hyyppä, H., et al. (2015). Two-dimensional and three-dimensional computational models in hydrodynamic and morphodynamic reconstructions of a river bend: sensitivity and functionality. Hydrological Processes, 29, 1604–1629. https://doi.org/10.1002/hyp.10277
  • Koken, M., & Constantinescu, G. (2023). Influence of submergence ratio on flow and drag forces generated by a long rectangular array of rigid cylinders at the sidewall of an open channel. Journal of Fluid Mechanics, 966, A5. https://doi.org/10.1017/jfm.2023.427
  • Lazzarin, T., & Viero, D. P. (2023). Curvature-induced secondary flow in 2D depth-averaged hydro-morphodynamic models: An assessment of different approaches and key factors. Advances in Water Resources, 171. https://doi.org/10.1016/j.advwatres.2022.104355
  • Li, C. W., & Zhang, M. (2010). Numerical modeling of shallow water flow around arrays of emerged cylinders. Journal of Hydro-Environment Research, 4, 115–121. https://doi.org/10.1016/j.jher.2010.04.005
  • Li, J., Claude, N., Tassi, P., Cordier, F., Crosato, A., & Rodrigues, S. (2023). River restoration works design based on the study of early-stage vegetation development and alternate bar dynamics. River Research and Applications, 39(9), 1682–1695.
  • Lima, A., & Izumi, N. (2011). Instability of shallow open channel flow with lateral velocity gradients. Journal of Physics: Conference Series. 318. IOP Publishing, pp. 032002. https://doi.org/10.1088/1742-6596/318/3/032002
  • Liu, C., & Shan, Y. (2019). Analytical model for predicting the longitudinal profiles of velocities in a channel with a model vegetation patch. Journal of Hydrology, 576, 561–574. https://doi.org/10.1016/j.jhydrol.2019.06.076
  • Liu, M., Yang, Z., Ji, B., Huai, W., & Tang, H. (2022). Flow dynamics in lateral vegetation cavities constructed by an array of emergent vegetation patches along the open-channel bank. Physics of Fluids, 34, 035122.
  • Lloyd, P. M., & Stansby, P. K. (1997). Shallow-water flow around Model Conical Islands of Small Side Slope. II: Submerged. Journal of Hydraulic Engineering, 123(12), 1057–1067.
  • Meftah, M. B., & Mossa, M. (2016). Partially obstructed channel: Contraction ratio effect on the flow hydrodynamic structure and prediction of the transversal mean velocity profile. Journal of Hydrology, 542, 87–100. https://doi.org/10.1016/j.jhydrol.2016.08.057
  • Molls, T., & Chaudhry, M. H. (1995). Depth-averaged open-channel flow model. Journal of Hydraulic Engineering, 121, 453–465. https://doi.org/10.1061/(ASCE)0733-9429(1995)121:6(453)
  • Nadaoka, K., & Yagi, H. (1998). Shallow-water turbulence modeling and horizontal large-eddy computation of river flow. Journal of Hydraulic Engineering, 124, 493–500. https://doi.org/10.1061/(ASCE)0733-9429(1998)124:5(493)
  • Nepf, H. M. (2012). Hydrodynamics of vegetated channels. Journal of Hydraulic Research, 50, 262–279. https://doi.org/10.1080/00221686.2012.696559
  • Nezu, I., & Onitsuka, K. (2001). Turbulent structures in partly vegetated open-channel flows with LDA and PI V measurements. Journal of Hydraulic Research, 39, 629–642. https://doi.org/10.1080/00221686.2001.9628292
  • Poggi, D., Katul, G., & Albertson, J. (2004). A note on the contribution of dispersive fluxes to momentum transfer within canopies. Boundary-Layer Meteorology, 111, 615–621. https://doi.org/10.1023/B:BOUN.0000016563.76874.47
  • Proust, S., Berni, C., & Nikora, V. I. (2022). Shallow mixing layers over hydraulically smooth bottom in a tilted open channel. Journal of Fluid Mechanics, 951, A17. https://doi.org/10.1017/jfm.2022.818
  • Proust, S., Fernandes, J. N., Leal, J. B., Rivière, N., & Peltier, Y. (2017). Mixing layer and coherent structures in compound channel flows: Effects of transverse flow, velocity ratio, and vertical confinement. Water resources research, 53, 3387–3406. https://doi.org/10.1002/2016WR019873
  • Su, X., & Li, C. W. (2002). Large eddy simulation of free surface turbulent flow in partly vegetated open channels. International Journal for Numerical Methods in Fluids, 39, 919–937. https://doi.org/10.1002/fld.352
  • Van Prooijen, B., Booij, R., & Uijttewaal, W. (2000). Measurement and analysis methods of large scale horizontal coherent structures in a wide shallow channel. 10th international Symposium on Applications of Laser Techniques to Fluid Mechanics, Calouste Gulbenkian Foundation, Lisbon, Portugal.
  • van Zelst, V. T., Dijkstra, J. T., van Wesenbeeck, B. K., Eilander, D., Morris, E. P., Winsemius, H. C., Ward, P. J., & de Vries, M. B. (2021). Cutting the costs of coastal protection by integrating vegetation in flood defences. Nature Communications, 12, 6533. https://doi.org/10.1038/s41467-021-26887-4
  • White, B. L., & Nepf, H. M. (2007). Shear instability and coherent structures in shallow flow adjacent to a porous layer. Journal of Fluid Mechanics, 593, 1–32. https://doi.org/10.1017/S0022112007008415
  • White, B. L., & Nepf, H. M. (2008). A vortex-based model of velocity and shear stress in a partially vegetated shallow channel. Water Resources Research, 44. https://doi.org/10.1029/2006WR005651
  • Wu, W. (2004). Depth-averaged two-dimensional numerical modeling of unsteady flow and nonuniform sediment transport in open channels. Journal of Hydraulic Engineering, 130, 1013–1024. https://doi.org/10.1061/(ASCE)0733-9429(2004)130:10(1013)
  • Xie, Z., Lin, B., & Falconer, R. A. (2013). Large-eddy simulation of the turbulent structure in compound open-channel flows. Advances in Water Resources, 53, 66–75. https://doi.org/10.1016/j.advwatres.2012.10.009
  • Xu, Z.-X., Ye, C., Zhang, Y.-Y., Wang, X.-K., & Yan, X.-F. (2020). 2D numerical analysis of the influence of near-bank vegetation patches on the bed morphological adjustment. Environmental Fluid Mechanics, 1–32. https://doi.org/10.1007/s10652-019-09718-5
  • Yan, X.-F., Duan, H.-F., Wai, W.-H. O., Li, C.-W., & Wang, X.-K. (2022a). Spatial flow pattern, multi-dimensional vortices and junction momentum exchange in a partially-covered submerged canopy flume. Water Resources Research, 58, e2020WR029494. https://doi.org/10.1029/2020WR029494
  • Yan, X. F., Duan, H. F., Yang, Q. Y., Liu, T. H., Sun, Y., & Wang, X. K. (2022b). Numerical assessments of bed morphological evolution in mountain river confluences under effects of hydro-morphological factors. Hydrological Processes, 36, e14488. https://doi.org/10.1002/hyp.14488
  • Yan, X. F., Jia, Y. Y., Zhang, Y., Fang, L. B., Duan, H. F., & Wang, X. K. (2023). Hydrodynamic adjustment subject to a submerged canopy partially obstructing a flume: Implications for junction flow behavior. Ecohydrology, e2467. https://doi.org/10.1002/eco.2467
  • Yan, X.-F., Wai, W.-H. O., & Li, C.-W. (2016). Characteristics of flow structure of free-surface flow in a partly obstructed open channel with vegetation patch. Environmental Fluid Mechanics, 16, 807–832. https://doi.org/10.1007/s10652-016-9453-4
  • Yang, K., Nie, R., Liu, X., & Cao, S. (2013). Modeling depth-averaged velocity and boundary shear stress in rectangular compound channels with secondary flows. Journal of Hydraulic Engineering, 139, 76–83. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000638
  • Zhang, Y.-H., Duan, H.-F., Yan, X.-F., & Stocchino, A. (2023). Experimental study on the combined effects of patch density and elongation on wake structure behind a rectangular porous patch. Journal of Fluid Mechanics, 959. https://doi.org/10.1017/jfm.2023.156
  • Zhou, Y., Toda, Y., & Kubo, E. (2018). Distribution of initial vegetation recruitment on bare bar in sand bed river. Journal of Water Resource and Protection, 10, 441. https://doi.org/10.4236/jwarp.2018.104024