Abstract

Abstract Transverse mixing coefficient (TMC) is known as one of the most effective parameters in the two-dimensional simulation of water pollution, and increasing the accuracy of estimating this coefficient will improve the modeling process. In the present study, genetic algorithm (GA)-based support vector machine (SVM) was used to estimate TMC in streams. There are three principal parameters in SVM which need to be adjusted during the estimating procedure. GA helps SVM and optimizes these three parameters automatically in the best way. The accuracy of the SVM and GA-SVM algorithms along with previous models were discussed in TMC estimation by using a wide range of hydraulic and geometrical data from field and laboratory experiments. According to statistical analysis, the performance of the mentioned models in both straight and meandering streams was more accurate than the regression-based models. Sensitivity analysis showed that the accuracy of the GA-SVM algorithm in TMC estimation significantly correlated with the number of input parameters. Eliminating the uncorrelated parameters and reducing the number of input parameters will reduce the complexity of the problem and improve the TMC estimation by GA-SVM.

Highlights

  • Increasing the accuracy of modeling the process of pollution release into streams will increase the ability to control the quality of streams and thereby reduce environmental damage

  • Sensitivity analysis showed that the accuracy of genetic algorithm (GA)-support vector machine (SVM) algorithm in Transverse mixing coefficient (TMC) estimation significantly correlated with the number of input parameters

  • SVM and GA-SVM algorithms were developed to estimate the transverse mixing coefficient that plays an important role in modeling the pollutant release into streams

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Summary

Introduction

Increasing the accuracy of modeling the process of pollution release into streams will increase the ability to control the quality of streams and thereby reduce environmental damage. After being discharged into a river, contaminants and effluents mix with water of the river being transported to the downstream (Seo & Cheong 1998). A full cross-sectional mix will not be achieved, unless the pollutant travels the long distances which are generally not within the length of practical interest (Beltaos 1980). Transverse mixing plays an important role in determining the effect of contaminants under steady-state conditions. This parameter has an important effect in water quality management; especially in a case of point source discharges or tributary inflows (Rutherford 1994; Boxall & Guymer 2003).

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