Dynamics of water pollution concentration with uniform and exponential increment of pollutants

The study focuses on the one dimensional Advection-Dispersion Equation (ADE) to study the dynamics of concentration of water pollution when the pollutants at the source is increasing uniformly and exponentially. Analytical solutions are obtained by using Laplace transform and numerical solutions are by Finite Difference Method (FDM). The steady state case is studied. The dynamics of pollution concentration along the length of river channel are studied through two dimensional plots by varying the rate of added pollutants, cross sectional area of river and water flow velocity. The pollution concentration decreases along the length of river (downstream) for each analysis. The analytical and numerical solutions are shown in three dimensional plots. The analytical and numerical solutions are compared with the help of relative error. The relative errors calculated for uniform and exponential increment of pollutants at the source are compared while studying the dynamics of the concentration. The environmental and chemical engineering may substantially benefit from such studies.

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Publication Details

Journal
Bibechana
Published
2025-01-27
DOI
https://doi.org/10.3126/bibechana.v22i1.65799
Primary Topic
Advanced Computational Techniques in Science and Engineering
Type
article
Field-Weighted Citation Impact
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article

Dynamics of water pollution concentration with uniform and exponential increment of pollutants

Ranjan Kumar Chaudhary, Bekha R. Dangol, Jeevan Kafle
Bibechana
Advanced Computational Techniques in Science and Engineering
article

Dynamics of water pollution concentration with uniform and exponential increment of pollutants

Ranjan Kumar Chaudhary, Bekha R. Dangol, Jeevan Kafle
article en

Abstract

The study focuses on the one dimensional Advection-Dispersion Equation (ADE) to study the dynamics of concentration of water pollution when the pollutants at the source is increasing uniformly and exponentially. Analytical solutions are obtained by using Laplace transform and numerical solutions are by Finite Difference Method (FDM). The steady state case is studied. The dynamics of pollution concentration along the length of river channel are studied through two dimensional plots by varying the rate of added pollutants, cross sectional area of river and water flow velocity. The pollution concentration decreases along the length of river (downstream) for each analysis. The analytical and numerical solutions are shown in three dimensional plots. The analytical and numerical solutions are compared with the help of relative error. The relative errors calculated for uniform and exponential increment of pollutants at the source are compared while studying the dynamics of the concentration. The environmental and chemical engineering may substantially benefit from such studies.

BibechanaVol. 22(1)
Tribhuvan University (NP)
Openalex Percentile: Top 99%
Advanced Computational Techniques in Science and Engineering
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Dynamics of water pollution concentration with uniform and exponential increment of pollutants — Ranjan Kumar Chaudhary, Bekha R. Dangol, et al. · Bibechana (2025) | TGRS Research Map | TGRS