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Mixing effects in the river downstream from pollution discharge point

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Języki publikacji
EN
Abstrakty
EN
This paper follows the propagation of pollution in a river with a rectangular crosssection of the river bed and a variable cross-sectional velocity. The calculations were made for steady flows and steady pollutant concentrations. To approximate the velocity distribution in the river bed a set of equations for current and vorticity functions was solved. The distribution of pollutant concentrations in the river was calculated from a bidirectional advection and turbulent diffusion equation. Analysis of the distribution of concentrations leads to the conclusion that the effects of transverse advection associated with a lateral inflow of pollutants disappear relatively quickly. Therefore, the distribution of concentrations in cross sections further downstream from the point of pollutant discharge can be determined quite accurately just from an advection-diffusion model, with no transverse advection effects included. Such a level of accuracy is usually sufficient to assess the impact of a pollution source on the aquatic environment. The transverse mixing of pollutants in the stream proceeds slowly and creates a large mixing zone in which the concentrations of pollutants (low but still significant for water quality) can be detected in cross-sections that are remote from the pollutant discharge point. Transverse advection may be ignored while calculating concentrations in remote cross sections at straight watercourse sections and in steady state conditions.
Rocznik
Strony
art. no. e2021004
Opis fizyczny
Bibliogr. 23 poz., wz., wykr.
Twórcy
  • Department of Water Supply, Sewerage and Environmental Monitoring, Faculty of Environmental Engineering, Cracow University of Technology
Bibliografia
  • 1. Bielski, A. (2003). Advection with two-way dispersion of pollutants in unsteady state in water environment. Technical Transactions, 3: 347–373.
  • 2. Bielski, A. (2012a). Advection transport of river pollutants with bidirectional diffusion in the plane perpendicular to the direction of flow. Ochrona Środowiska, 34(2): 19–24.
  • 3. Bielski, A. (2012b). Transport of pollutants in a the river with bi-directional diffusion. Engineering and Protection of Environment, 15(3): 307–332.
  • 4. Ceka, A. (2011). Water framework directive and mixing zone guidelines, Swedish University of Agricultural Sciences, Faculty of Natural Resources and Agricultural Sciences, Department of Aquatic Sciences and Assessment, Uppsala.
  • 5. CORMIX2 (December 1991). An Expert system for hydrodynamic mixing zone analysis of conventional and toxic multiport diffuser discharges, EPA/600/3-91/073.
  • 6. Directive (2008/105/EC) of the European Parliament and of the Council on environmental quality standards in the field of water policy, amending and subsequently repealing Council Directives 82/176/EEC, 83/513/EEC, 84/156/EEC, 84/491/EEC, 86/280/EEC and amending Directive 2000/60/EC of the European Parliament and of the Council.
  • 7. Directive (2013/39/EU) of the European Parliament and of the Council of 12 August 2013 amending Directives 2000/60/EC and 2008/105/EC as regards priority substances in the field of water policy.
  • 8. Donnell, B.P., Letter, J.V., McAnally, W.H., et. al. (2011). Users Guide for RMA2, Version 4.5. Retrieved from: http://citeseerx.ist.psu.edu/viewdoc/download?doi=10.1.1.369.548&rep=rep1&type=pdf (access: 10.02.2021.
  • 9. Frick, W.E., Roberts, P.J.W., Davis, L.R., Keyes, J., Baumgartner, D.J., George, K.P. (2003). Dilution models for effluent discharges (Forth Edition), EPA/600/R-03/025, Surface Water Models. Retrieved from: https://www.epa.gov/exposure-assessment-models/surface-water-models (access: 10.02.2021).
  • 10. HEC – RAS (2016). River analysis system. Version 5.0, US Army Corps, Hydrologic Engineering Center.
  • 11. Holtschlag, D.J., Koschik, J.A. (2002). A two-dimensional hydrodynamic model of the St. Clair and Detroit Rivers within the Great Lakes Basin, U.S. Geological Survey Water Resources Investigations Report 01-4236. Retrieved from: http://mi.water.usgs.gov/pubs/WRIR/WRIR01-4236/ (access: 10.02.2021).
  • 12. Jirka, G.H., Bleninger, T., Burrows, R., Larsen, T. (2004). Environmental Quality Standards in the EC-Water Framework Directive: Consequences for Water Pollution Control for Point Sources, European Water Association.
  • 13. Kundu, P.K., Cohen I.M. (2002). Fluid mechanics, Academic Press.
  • 14. Martin, J.L., McCutcheon S.C. (1999). Hydrodynamics and transport for water quality Modeling, CRC Press, Inc.
  • 15. Myung Eun Lee, Il Won Seo (2010). 2D Finite element pollutant transport model for accidental mass release in rivers. KSCE Journal of Civil Engineering, 14(1): 77–86.
  • 16. Pinho, J., Rui Ferreira R., Vieira, L., Schwanenberg, D. (2015). Comparison Between Two Hydrodynamic Models for Flooding Simulations at River Lima Basin. Water Resource Management, 29: 431–444.
  • 17. Ramaswami ,A., Milford, J.B., Small, M.J. (2005). Integrated environmental modeling, John Wiley & Sons.
  • 18. Rutherford, J.C. (1994). River mixing, John Wiley & Sons.
  • 19. Surface-water Modeling System. Retrieved from: https://www.aquaveo.com/software/sms-riverine-flood-modeling (access: 10.02.2021).
  • 20. Technical Background Document on Identification of Mixing Zones, Brussels, December 2010.
  • 21. Technical guidelines for the identification of mixing zones, Brussels, 22 December 2010.
  • 22. Vedat Batu (2006). Applied flow and solute transport modelling in aquifers – Fundamental principles and analytical and numerical methods, Taylor & Francis Group.
  • 23. Wesseling, P. (2000). Principles of computational fluid dynamics, Springer-Verlag, Berlin, Heidelberg, New York.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-15476711-8b25-49d6-a217-15f0974967a2
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