Modelling transverse solute mixing across a vegetation generated shear layer

References

• Abbott, M. B., & Basco, D. R. (1989). Computational fluid dynamics: An introduction for engineers. Longman Scientific and Technical.
   Google Scholar
• Caroppi, G., Västiläb, K., Järvelä, J., Rowiński, P. M., & Giugni, M. (2019). Turbulence at water-vegetation interface in open channel flow: Experiments with natural-like plants. Advances in Water Resources, 127, 180–191. https://doi.org/10.1016/j.advwatres.2019.03.013
   Web of Science ®Google Scholar
• Ferrier, A., Funk, D., & Roberts, P. (1993). Application of optical techniques to the study of plumes in stratified fluids. Dynamics of Atmospheres and Oceans, 20(1), 155–183. https://doi.org/10.1016/0377-0265(93)90052-9
   Web of Science ®Google Scholar
• Ghisalberti, M., & Nepf, H. M. (2005). Mass transport in vegetated shear flows. Environmental Fluid Mechanics, 5(6), 527–551. https://doi.org/10.1007/s10652-005-0419-1
   Web of Science ®Google Scholar
• Goring, D. G., & Nikora, V. I. (2002). Despiking acoustic Doppler velocimeter data. Journal of Hydraulic Engineering, 128(1), 117–126. https://doi.org/10.1061/(ASCE)0733-9429(2002)128:1(117)
   Web of Science ®Google Scholar
• Huang, Y. H., Saiers, J. E., Harvey, J. W., Noe, G. B., & Mylon, S. (2008). Advection, dispersion, and filtration of fine particles within emergent vegetation of the Florida Everglades. Water Resources Research, 44(4). https://doi.org/10.1029/2007WR006290
   Web of Science ®Google Scholar
• Kadlec, R. H. (1990). Overland flow in wetlands: Vegetation resistance. Journal of Hydraulic Engineering, 116(5), 691–706. https://doi.org/10.1061/(ASCE)0733-9429(1990)116:5(691)
   Web of Science ®Google Scholar
• Kay, A. (1987). The effect of cross-stream depth variations upon contaminant dispersion in a vertically well-mixed current. Estuarine, Coastal and Shelf Science, 24(2), 177–204. https://doi.org/10.1016/0272-7714(87)90064-3
   Web of Science ®Google Scholar
• Koskiaho, J. (2003). Flow velocity retardation and sediment retention in two constructed wetland-ponds. Ecological Engineering, 19(5), 325–337. https://doi.org/10.1016/S0925-8574(02)00119-2
   Web of Science ®Google Scholar
• Lightbody, A. F., Avener, M. E., & Nepf, H. M. (2008). Observations of short-circuiting flow paths within a free-surface wetland in Augusta, Georgia, USA. Limnology and Oceanography, 53(3), 1040–1053. https://doi.org/10.4319/lo.2008.53.3.1040
   Web of Science ®Google Scholar
• Maji, S., Hanmaiahgari, P. R., Balachandar, R., Pu, J. H., Ricardo, A. M., & Ferreira, R. M. L. (2020). A Review on Hydrodynamics of Free Surface Flows in Emergent Vegetated Channels. Water, 12(4), 1218. https://doi.org/10.3390/w12041218
   Web of Science ®Google Scholar
• Nepf, H. M. (1999). Drag, turbulence, and diffusion in flow through emergent vegetation. Water Resources Research, 35. https://doi.org/10.1029/1998WR900069
   PubMed Web of Science ®Google Scholar
• Nepf, H. M. (2012). Flow and transport in regions with aquatic vegetation. Annual Review of Fluid Mechanics, 44(1), 123–142. https://doi.org/10.1146/annurev-fluid-120710-101048
   Web of Science ®Google Scholar
• Patil, S., & Singh, V. P. (2011). Dispersion model for varying vertical shear in vegetated channels. Journal of Hydraulic Engineering ASCE, 137(10), 1293–1297. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000431
   Web of Science ®Google Scholar
• Persson, J., Somes, N. L. G., & Wong, T. H. F. (1999). Hydraulics Efficiency of Constructed Wetlands and Ponds. Water Science and Technology, 40(3), 291–300. https://doi.org/10.2166/wst.1999.0174
   Web of Science ®Google Scholar
• Rameshwaran, P., & Shiono, K. (2007). Quasi two-dimensional model for straight overbank flows through emergent vegetation on floodplains. Journal of Hydraulic Research, 45(3), 302–315. https://doi.org/10.1080/00221686.2007.9521765
   Web of Science ®Google Scholar
• Rowinski, P. M., Västilä, K., Aberle, J., Järvelä, J., & Kalinowska, M. B. (2018). How vegetation can aid in coping with river management challenges: A brief review. Ecohydrology Hydrobiology, 18(4), 345–354. https://doi.org/10.1016/j.ecohyd.2018.07.003
   Web of Science ®Google Scholar
• Rutherford, J. C. (1994). River mixing. Wiley.
   Google Scholar
• Sonnenwald, F., Guymer, I., & Stovin, V. (2019). A CFD-based mixing model for vegetated flows. Water Resources Research, 55(3), 2322–2347. https://doi.org/10.1029/2018WR023628
   Web of Science ®Google Scholar
• Sonnenwald, F., Hart, J. R., West, P., Stovin, V. R., & Guymer, I. (2017). Transverse and longitudinal mixing in real emergent vegetation at low velocities. Water Resources Research, 53(1), 961–978. https://doi.org/10.1002/2016WR019937
   Web of Science ®Google Scholar
• Sonnenwald, F., Stovin, V., & Guymer, I. (2016). Feasibility of the porous zone approach to modelling vegetation in CFD. In P. Rowinski, & A. Marion (Eds.), Hydrodynamic and mass transport at freshwater aquatic interfaces (pp. 63–75). GeoPlanet: Earth and Planetary Sciences. https://doi.org/10.1007/978-3-319-27750-9_6
   Google Scholar
• Sonnenwald, F., Stovin, V., & Guymer, I. (2019). Estimating drag coefficient for arrays of rigid cylinders representing emergent vegetation. Journal of Hydraulic Research, 57(4), 591–597. https://doi.org/10.1080/00221686.2018.1494050
   Web of Science ®Google Scholar
• Tanino, Y., & Nepf, H. M. (2008). Lateral dispersion in random cylinder arrays at high Reynolds number. Journal of Fluid Mechanics, 600, 339–371. https://doi.org/10.1017/S0022112008000505
   Web of Science ®Google Scholar
• Versteeg, H. K., & Malalasekera, W. (2007). An introduction to computational fluid dynamics: The finite volume method. Pearson Education.
   Google Scholar
• West, P. (2016). Quantifying solute mixing and flow fields in low velocity emergent real vegetation (PhD thesis). University of Warwick. http://wrap.warwick.ac.uk/81815/
   Google Scholar
• West, P., Hart, J., Sonnenwald, F., Stovin, V. and Guymer, I. (2018). Transverse dispersion in vegetation across a shear-layer 2016: Artificial, Carex, Typha [data set]. https://doi.org/10.15131/shef.data.7077386.v1
   Google Scholar
• 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
   Web of Science ®Google Scholar
• 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(1), W01412. https://doi.org/10.1029/2006WR005651
   Web of Science ®Google Scholar
• Yan, C., Nepf, H. M., Huang, W-X, & Cui, G-X. (2017). Large eddy simulation of flow and scalar transport in a vegetated channel. Environmental Fluid Mechanics, 17(3), 497–519. https://doi.org/10.1007/s10652-016-9503-y
   Web of Science ®Google Scholar
• Young, P., Jakeman, A., & McMurtrie, R. (1980). An instrumental variable method for model order identification. Automatica, 16(3), 281–294. https://doi.org/10.1016/0005-1098(80)90037-0
   Web of Science ®Google Scholar