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Estimation of the longitudinal dispersion coefficient using a two-zone model in a channel partially covered with artificial emergent vegetation

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Abstract

Understanding scalar transport in solvents is important in chemical engineering, pollution control, and water remediation, where the longitudinal dispersion coefficient (LDC) is a key parameter for describing solute transport in fluids. For flow in classic conditions such as in a pipe or a regular open channel, formulas for LDC are derived from adopting the ideas of the advection–diffusion equation. However, when the flow encounters large-scale roughness, such as an open channel with vegetation, longitudinal dispersion becomes complicated. This paper aims to estimate LDC in an open channel that is partially covered with artificial vegetation. This kind of artificial vegetation is emergent, which comprises eight floats. A two-zone model is proposed to determine LDC in this channel condition. In validating our model, experiments are conducted with Rhodamine as a tracer, whose time-concentration curves are measured at two locations. The routing procedure is applied to obtain LDC from these curves. Results show that the measured LDCs are consistent with the predicted ones, thereby validating the accuracy and reliability of our proposed two-zone model.

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References

  1. Abderrezzak KEK, Ata R, Zaoui F (2015) One-dimensional numerical modelling of solute transport in streams: the role of longitudinal dispersion coefficient. J Hydrol 527:978–989

    Google Scholar 

  2. Abril JB, Knight DW (2004) Stage-discharge prediction for rivers in flood applying a depth-averaged model. J Hydraul Res 42(6):616–629

    Google Scholar 

  3. Ackers P (1991) Hydraulic design of straight compound channels, vol 2. Detailed Development of Design Method, HR Wallingford

  4. Anjum N, Tanaka N (2020) Study on the flow structure around discontinued vertically layered vegetation in an open channel. J Hydrodyn 31(2):454–467

    Google Scholar 

  5. Aris R (1956) On the dispersion of a solute in a fluid flowing through a tube. In: Proceedings of the royal society of London a: mathematical, physical and engineering sciences, vol 235, no 1200. The Royal Society, pp 67–77

  6. Armanini A, Righetti M, Grisenti P (2005) Direct measurement of vegetation resistance in prototype scale. J Hydraul Res 43(5):481–487

    Google Scholar 

  7. Ben Meftah M, Mossa M (2013) Prediction of channel flow characteristics through square arrays of emergent cylinders. Phys Fluids 25(4):045102

    Google Scholar 

  8. Boxall JB (2000) Dispersion of solutes in sinuous open channel flows. University of Sheffield, Sheffield

    Google Scholar 

  9. Boxall JB, Guymer I (2007) Longitudinal mixing in meandering channels: new experimental data set and verification of a predictive technique. Water Res 41(2):341–354

    Google Scholar 

  10. Burns P, Meiburg E (2012) Sediment-laden fresh water above salt water: linear stability analysis. J Fluid Mech 691:279–314

    Google Scholar 

  11. Cassol M, Wortmann S, Rizza U (2009) Analytic modeling of two-dimensional transient atmospheric pollutant dispersion by double gitt and laplace transform techniques. Environ Model Softw 24(1):144–151

    Google Scholar 

  12. Chakraborty Paromita, Sarkar Arindam (2019) Study of flow characteristics within randomly distributed submerged rigid vegetation. J Hydrodyn 31(2):358–367

    Google Scholar 

  13. Chatwin PC, Sullivan PJ (1982) The effect of aspect ratio on longitudinal diffusivity in rectangular channels. J Fluid Mech 120:347–358

    Google Scholar 

  14. Chen JS, Chen JT, Liu CW, Liang CP, Lin CW (2011) Analytical solutions to two-dimensional advection–dispersion equation in cylindrical coordinates in finite domain subject to first-and third-type inlet boundary conditions. J Hydrol 405(3):522–531

    Google Scholar 

  15. Chen GQ, Wu Z, Zeng L (2012) Environmental dispersion in a two-layer wetland: analytical solution by method of concentration moments. Int J Eng Sci 51(2):272–291

    Google Scholar 

  16. Cheng N, Nguyen H, Tan S, Shao S (2012) Scaling of velocity profiles for depth-limited open channel flows over simulated rigid vegetation. J Hydraul Eng 138(8):673–683

    Google Scholar 

  17. Chikwendu SC (1986) Calculation of longitudinal shear dispersivity using an n-zone model as n yields infinity. J Fluid Mech 167:19–30

    Google Scholar 

  18. Chikwendu SC (1986) Application of a slow-zone model to contaminant dispersion in laminar shear flows. Int J Eng Sci 24(6):1031–1044

    Google Scholar 

  19. De Serio F, Meftah MB, Mossa M, Termini D (2018) Experimental investigation on dispersion mechanisms in rigid and flexible vegetated beds. Adv Water Resour 120(OCT.):98–113

    Google Scholar 

  20. Deng ZQ, Chu JD (2001) Longitudinal dispersion coefficient in natural rivers. Adv Water Sci 12(2):137–142

    Google Scholar 

  21. Deng ZQ, Singh VP, Bengtsson L (2001) Longitudinal dispersion coefficient in straight rivers. J Hydraul Eng 127(11):919–927

    Google Scholar 

  22. Dewey R, Sullivan PJ (1979) Longitudinal dispersion in flows that are homogeneous in the streamwise direction. Z Angew Math Phys 30(4):601–613

    Google Scholar 

  23. Elder JW (1959) The dispersion of marked fluid in turbulent shear flow. J Fluid Mech 5(04):544–560

    Google Scholar 

  24. Escobar H (2015) Mud tsunami wreaks ecological havoc in Brazil. Science 350:1138–1139

    Google Scholar 

  25. Fischer HB (1966) Longitudinal dispersion in laboratory and natural streams. Technical report KH-R-12, California Institute of Technology, Pasadena, California

  26. Fischer HB (1967) The mechanics of dispersion in natural streams. J Hydraul Div 93:187–216

    Google Scholar 

  27. Fischer HB (1968) Dispersion predictions in natural streams. J Sanit Eng Div 94:927–944

    Google Scholar 

  28. Fischer HB (1975) Discussion of ‘Simple method for predicting dispersion in stream’ by R. S. McQuivey and T. N. Keefer. J Environ Eng Div 101(3):453–455

    Google Scholar 

  29. Fischer HB (1979) Mixing in Inland and coastal waters. Academic Press, Cambridge

    Google Scholar 

  30. Guerrero JP, Skaggs TH (2010) Analytical solution for one-dimensional advection–dispersion transport equation with distance-dependent coefficients. J Hydrol 390(1):57–65

    Google Scholar 

  31. Hamidifar H, Omid MH, Keshavarzi A (2015) Longitudinal dispersion in waterways with vegetated floodplain. Ecol Eng 84:398–407

    Google Scholar 

  32. Hansen JC, Reidenbach MA (2012) Wave and tidally driven flows in eelgrass beds and their effect on sediment suspension. Mar Ecol Prog Ser 448:271–287

    Google Scholar 

  33. Ho CM, Huerre P (1984) Perturbed free shear layers. Annu Rev Fluid Mech 16(1):365–422

    Google Scholar 

  34. Huai WX, Shi HR, Song SW, Ni SQ (2018) A simplified method for estimating the longitudinal dispersion coefficient in ecological channels with vegetation. Ecol Ind 92:91–98

    Google Scholar 

  35. Huai WX, Zhang J, Wang WJ, Katul GG (2019) Turbulence structure in open channel flow with partially covered artificial emergent vegetation. J Hydrol 573:180–193. https://doi.org/10.1016/j.jhydrol.2019.03.071

    Article  Google Scholar 

  36. Huai WX, Zhang J, Katul GG, Cheng YG, Tang X, Wang WJ (2019) The structure of turbulent flow through submerged flexible vegetation. J Hydrodyn 31(2):274–292

    Google Scholar 

  37. Jin G, Tang H, Li L, Barry DA (2015) Prolonged river water pollution due to variable-density flow and solute transport in the riverbed. Water Resour Res 51(4):1898–1915

    Google Scholar 

  38. Kashefipour SM, Falconer RA (2002) Longitudinal dispersion coefficients in natural channels. Water Res 36(6):1596–1608

    Google Scholar 

  39. Li W, Wang D, Jiao J et al (2019) Effects of vegetation patch density on flow velocity characteristics in an open channel. J Hydrodyn 31(4):1052–1059

    Google Scholar 

  40. Li S, Katul GG, Huai WX (2019) Mean velocity and shear stress distribution in floating treatment wetlands: an analytical study. Water Resour Res. https://doi.org/10.1029/2019WR025131

    Article  Google Scholar 

  41. Liu C, Luo X, Liu X, Yang K (2013) Modeling depth-averaged velocity and bed shear stress in compound channels with emergent and submerged vegetation. Adv Water Resour 60:148–159

    Google Scholar 

  42. Miño GL, Dunstan J, Rousselet A, Clement E, Soto R (2013) Induced diffusion of tracers in a bacterial suspension: theory and experiments. J Fluid Mech 729:423–444

    Google Scholar 

  43. Murphy E, Ghisalberti M, Nepf H (2007) Model and laboratory study of dispersion in flows with submerged vegetation. Water Resour Res 43(5):687–696

    Google Scholar 

  44. Nepf HM (1999) Drag, turbulence, and diffusion in flow through emergent vegetation. Water Resour Res 35(2):1985–1986

    Google Scholar 

  45. Ng CO, Zhou Q (2012) Dispersion due to electroosmotic flow in a circular microchannel with slowly varying wall potential and hydrodynamic slippage. Phys Fluids (1994 Present) 24(11):112002

    Google Scholar 

  46. Novak P, Moffat AIB, Nalluri C, Narayanan R (2001) Hydraulic structures, 4th edn. Taylor & Francis, London

    Google Scholar 

  47. Pasche E, Rouvé G (1985) Overbank flow with vegetatively roughened flood plains. J Hydraul Eng 111(9):1262–1278

    Google Scholar 

  48. Perucca E, Camporeale C, Ridolfi L (2009) Estimation of the dispersion coefficient in rivers with riparian vegetation. Adv Water Resour 32:78–87

    Google Scholar 

  49. Punys P, Laurinavicius E, Labanauskas G, Maziliauskas A, Adamonyte I (2011) Nemuno upes kroviniu uosto ties Kaunu tinkamiausios vietos parinkimo daugiakriterine analize [Multicriteria analysis for selecting the Nemunas river inland waterway freight port location at Kaunas]. Vandens ukio inzinerija Water Mange Eng 38(58):75–84

    Google Scholar 

  50. Rameshwaran P, Shiono K (2007) Quasi two-dimensional model for straight overbank flows through emergent vegetation on floodplains. J Hydraul Res 45(3):302–315. https://doi.org/10.1080/00221686.2007.9521765

    Article  Google Scholar 

  51. Seo IW, Cheong TS (1998) Predicting longitudinal dispersion coefficient in natural streams. J Hydraul Eng 124(1):25–32

    Google Scholar 

  52. Serio FD, Meftah MB, Mossa M, Termini D (2017) Experimental investigation on dispersion mechanisms in rigid and flexible vegetated beds. Adv Water Resour 120:98–113

    Google Scholar 

  53. Shiono K, Knight DW (1989) Two dimensional analytical solution compound channel. In: Proceedings of 3rd international symposium on refined flow modelling and turbulence measurements. Universal Academy Press, pp 591––599

  54. Shiono K, Knight DW (1991) Turbulent open-channel flows with variable depth across the channel. J Fluid Mech 222(1):617–646

    Google Scholar 

  55. Sun X, Shiono K (2009) Flow resistance of one-line emergent vegetation along the floodplain edge of a compound open channel. Adv Water Resour 32(3):430–438. https://doi.org/10.1016/j.advwatres.2008.12.004

    Article  Google Scholar 

  56. Shucksmith JD, Boxall JB, Guymer I (2010) Effects of emergent and submerged natural vegetation on longitudinal mixing in open channel flow. Water Resour Res 46(46):272–281

    Google Scholar 

  57. Shucksmith JD, Boxall JB, Guymer I (2011) Determining longitudinal dispersion coefficients for submerged vegetated flow. Water Resour Res 47(10):124–132

    Google Scholar 

  58. Sonnenwald F, Stovin V, Guymer I (2019) A stem spacing-based non-dimensional model for predicting longitudinal dispersion in low-density emergent vegetation. Acta Geophys 67(3):943–949

    Google Scholar 

  59. Tanino Y, Nepf HM (2008) Lateral dispersion in random cylinder arrays at high Reynolds number. J Fluid Mech 600:339–371

    Google Scholar 

  60. Taylor G (1953) Dispersion of soluble matter in solvent flowing slowly through a tube. Proc R Soc Lond A Math Phys Eng Sci 219(1137):186–203

    Google Scholar 

  61. Taylor G (1954) The dispersion of matter in turbulent flow through a pipe. Proc Roy Soc Lond 223(1155):446–468

    Google Scholar 

  62. Wang WJ, Huai WX, Thompson S, Katul GG (2015) Steady nonuniform shallow flow within emergent vegetation. Water Resour Res 51(12):10047–10064

    Google Scholar 

  63. Wang WJ, Huai WX, Zeng YH, Zhou JF (2015) Analytical solution of velocity distribution for flow through submerged large deflection flexible vegetation. Appl Math Mech 36(1):107–120

    Google Scholar 

  64. Wang WJ, Peng WQ, Huai WX, Qu XD, Dong F, Feng J (2018) Roughness height of submerged vegetation in flow based on spatial structure. J Hydrodyn 30(4):754–757

    Google Scholar 

  65. Wang WJ, Peng WQ, Huai WX, Katul GG, Liu XB, Qu XD, Dong F (2019) Friction factor for turbulent open channel flow covered by vegetation. Sci Rep 9(1):5178

    Google Scholar 

  66. Wang WJ, Huai WX, Li S, Wang P, Wang YF, Zhang J (2019) Analytical solutions of velocity profile in flow through submerged vegetation with variable frontal width. J Hydrol 578:124088

    Google Scholar 

  67. Wang YF, Huai WX (2016) Estimating the longitudinal dispersion coefficient in straight natural rivers. J Hydraul Eng 142(11):04016048

    Google Scholar 

  68. Wu LH, Yang XL (2014) Influence of bending rigidity of submerged vegetation on local flow resistance. J Hydrodyn 26(2):242–249

    Google Scholar 

  69. White BL, Nepf HM (2008) A vortex-based model of velocity and shear stress in a partially vegetated shallow channel. Water Resour Res 44(1):1–15

    Google Scholar 

  70. Wilkie L, O’Hare MT, Davidson I, Dudley B, Paterson DM (2012) Particle trapping and retention by Zostera noltii: a flume and field study. Aquat Bot 102:15–22

    Google Scholar 

  71. Zhang J, Zhong Y, Huai W (2018) Transverse distribution of streamwise velocity in open-channel flow with artificial emergent vegetation. Ecol Eng 110:78–86

    Google Scholar 

  72. Zeng L, Wu Z, Fu X, Wang G (2015) Performance of the analytical solutions for Taylor dispersion process in open channel flow. J Hydrol 528:301–311

    Google Scholar 

  73. Zeng YH, Huai WX (2014) Estimation of longitudinal dispersion coefficient in rivers. J Hydroenviron Res 8(1):2–8

    Google Scholar 

  74. Zdankus N, Punys P, Martinaitis E, Zdankus T (2016) Lowland river flow control by an artificial water plant system. River Res Appl 32(6):1382–1391

    Google Scholar 

  75. Zdankus N, Zdankus T (2012) inventors; method and system for increment of river flow depth. Lith Pat LT 2012:123A

    Google Scholar 

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Acknowledgements

Authors acknowledge support from the National Natural Science Foundation of China (11672213, 11872285, and 51809286), Major Science and Technology Program for Water Pollution Control and Treatment (2018ZX07105002), National Key Research and Development Project (2018YFC0407702, 2019YFD1100205), and IWHR Research and Development Support Program (WE0145B062019, WE0145B422019, WE0145B052017).

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Correspondence to Wei-Jie Wang.

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Zhang, J., Huai, WX., Shi, HR. et al. Estimation of the longitudinal dispersion coefficient using a two-zone model in a channel partially covered with artificial emergent vegetation. Environ Fluid Mech 21, 155–175 (2021). https://doi.org/10.1007/s10652-020-09766-2

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