<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>This paper follows the propagation of pollution in a river with a rectangular cross-section 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.</p>
</abstract>

This paper follows the propagation of pollution in a river with a rectangular cross-section 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.

Mixing effects in the river downstream from pollution discharge point

Department of Water Supply, Sewerage and Environmental Monitoring, Faculty of Environmental Engineering

Technical Transactions

This work is licensed under the Creative Commons Attribution-ShareAlike 4.0 International License.

{"article-title":"Mixing effects in the river downstream from pollution discharge point"}

This paper follows the propagation of pollution in a river with a rectangular cross-section of the river bed and a variable cross-sectional velocity. The...

Mixing effects in the river downstream from pollution discharge point

Online veröffentlicht: 18. Apr. 2021

Seitenbereich: -

Eingereicht: 11. Dez. 2018

Akzeptiert: 01. März 2021

DOI: https://doi.org/10.37705/TechTrans/e2021004

Schlüsselwörter
pollution, mixing, river, point sources, velocity distribution, concentration distribution

© 2021 Andrzej Bielski, published by Sciendo

This work is licensed under the Creative Commons Attribution-ShareAlike 4.0 International License.

Mixing effects in the river downstream from pollution discharge point

Online veröffentlicht: 18. Apr. 2021

Seitenbereich: -

Eingereicht: 11. Dez. 2018

Akzeptiert: 01. März 2021

DOI: https://doi.org/10.37705/TechTrans/e2021004

Schlüsselwörterpollution, mixing, river, point sources, velocity distribution, concentration distribution

© 2021 Andrzej Bielski, published by Sciendo

This work is licensed under the Creative Commons Attribution-ShareAlike 4.0 International License.

Schlüsselwörter
pollution, mixing, river, point sources, velocity distribution, concentration distribution