Abstract
The characteristics of the longitudinal dispersion of pollutants in compound channels remain unclear. This study examines the relationships among the vegetation density, the width of the floodplain, the water depth ratio, the cross-sectional mean velocity, and the longitudinal dispersion coefficient of a symmetrical compound channel with a rigid non-submerged vegetated floodplain. The longitudinal dispersion coefficient is found to increase significantly with the presence of vegetation on floodplains, and is positively correlated with the plant density. When the density of the vegetation on the floodplains exceeds a certain value, the dispersion coefficient no longer changes with the vegetation density. The longitudinal dispersion coefficient is found to increase with the increase of the width of the floodplain. Moreover, the combined effects of the mean velocity and the water depth ratio have a positive correlation with the dispersion coefficient. The effects of the vegetation on the longitudinal dispersion coefficient in the channels with various cross-sections are also compared. The compound channels with a vegetated floodplain are found to differ significantly from the channels with a rectangular cross-section.
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References
Shan Y. Q., Liu C., Luo M. K. et al. A simple method for estimating bed shear stress in smooth and vegetated compound channels [J]. Journal of Hydrodynamics, 2016, 28(3):497–505.
Knight D. W. Lateral distributions of streamwise velocity in compound channels with partially vegetated floodplains [J]. Science China Technological Sciences, 2009, 52(11): 3357–3362.
Zhang M. W. Study on the flow characteristics of the compound Channel with vegetation floodplain [D]. Doctoral Thesis, Beijing: Tsinghua University, 2011 (in Chinese).
Ozan A. Y. Flow structure at the downstream of a one-line riparian emergent tree along the floodplain edge in a compound open-channel flow [J]. Journal of Hydrodynamics, 2018, 30(3): 470–480.
Dupuis V., Proust S., Berni C. et al. Mixing layer development in compound channel flows with submerged and emergent rigid vegetation over the floodplains [J]. Experiments in Fluids, 2017, 58(4): 30.
Huai W. X., Gao M., Zeng Y. H. et al. Two-dimensional analytical solution for compound channel flows with vegetated floodplains [J]. Applied Mathematics and Mechanics (English Edition), 2009, 30(9), 1121–1130.
Yuan S. Q., Lei M. H., Yang K. J. et al. Study on the flow characteristics of the compound channel flow with a row of vegetated floodplain [J]. Journal of Sichuan University (Engineering Science Edition), 2015, (s2): 24–28(in Chinese).
Dupuis V., Proust S., Berni C. et al. Compound channel flow with a longitudinal transition in hydraulic roughness over the floodplains [J]. Environmental Fluid Mechanics, 2017, 17(5): 903–928.
Tang X., Knight D. W. Lateral Depth-Averaged Velocity Distributions and Bed Shear in Rectangular Compound Channels [J]. Journal of Hydraulic Engineering, 2008, 134(9): 1337–1342.
Jiang B. H., Yang K. J., Cao S. Y. et al. Modeling the velocity distribution in compound channels with vegetated floodplains based on the equivalent resistance [J]. Journal of Hydraulic Engineering, 2012, (s2): 20–26(in Chinese).
Li C. G., Xue W. Y., Huai W. X. Effect of vegetation on flow structure and dispersion in strongly curved channels [J]. Journal of Hydrodynamics, 2015, 27(2):286–291.
Murphy E., Ghisalberti M., Nepf H. Model and laboratory study of dispersion in flows with submerged vegetation [J]. Water Resources Research, 2007, 43(5): 687–696.
Rominger J. T. Interactions between currents and the spatial structure of aquatic vegetation [D]. Master Thesis, Cambirdge, USA: Massachusetts Institute of Technology, 2009.
Huai W., Shi H., Song S. et al. A simplified method for estimating the longitudinal dispersion coefficient in ecological channels with vegetation [J]. Ecological Indicators, 2018, 92: 91–98.
Perucca E., Camporeale C., Ridolfi L. Estimation of the dispersion coefficient in rivers with riparian vegetation [J]. Advances in Water Resources, 2009, 32(1): 78–87.
Schulz M., Priegnitz J., Klasmeier J. et al. Effect of bed surface roughness on longitudinal dispersion in artificial open channels [J]. Hydrological Processes, 2012, 26(2): 272–280.
Huang H., Chen G., Zhang Q. F. The distribution characteristics of pollutants released at different cross-sectional positions of a river [J]. Environmental Pollution, 2010, 158(5): 1327–33.
White B.L., Nepf H.M. A vortex-based model of velocity and shear stress in apartially vegetated shallow channel [J]. Water Resources Research, 2008, 44 (1): W01412.
Rameshwaran P., Shiono K. Quasi Two-Dimensional Model for Straight Overbank Flows Through Emergent Vegetation on Floodplains [J]. Journal of Hydraulic Research, 2007, 45(3): 302–315.
Hin L. S., Bessaih N., Ling L. P. et al. A study of hydraulic characteristics for flow in equatorial rivers [J]. International Journal of River Basin Management, 2008, 6(3):213–223.
Hamidifar H., Omid M. H., Keshavarzi A. Longitudinal dispersion in waterways with vegetated floodplain [J]. Ecological Engineering, 2015, 84: 398–407.
Deng Z. Q., Singh V. P., Bengtsson L. Longitudinal dispersion coefficient in single channel streams [J]. Journal of hydraulic engineering, 2001, 128: 901–916.
Zeng Y., Huai W. Estimation of longitudinal dispersion coefficient in rivers [J]. Journal of Hydro-environment Research, 2013, 8(1): 2–8.
Acknowledgements
This work was supported by the Fundamental Research Funds for the Central Universities (Grant No. 2016B06714), the PAPD Project and the National Public Research Institutes for Basic R&D Operating Expenses Special Project (Grant No. CKSF2015050/SL).
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Project supported by the National Natural Science Foundation of China (Grant Nos. 51739002, 51379058, 51479064 and 51479010).
Biography: Li Gu (1981-), Female, Ph. D., Associate Professor
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Gu, L., Zhao, Xx., Xing, Lh. et al. Longitudinal dispersion coefficients of pollutants in compound channels with vegetated floodplains. J Hydrodyn 31, 740–749 (2019). https://doi.org/10.1007/s42241-018-0108-4
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DOI: https://doi.org/10.1007/s42241-018-0108-4