Affiliations 

  • 1 Institute for Water and Wastewater Technology, Durban University of Technology, Durban, PO Box, 1334, South Africa. Electronic address: tahera@dut.ac.za
  • 2 Department of Civil Engineering, University of Malaya, Kuala Lumpur, Malaysia. Electronic address: m.ansari@siswa.um.edu.my
  • 3 Institute for Water and Wastewater Technology, Durban University of Technology, Durban, PO Box, 1334, South Africa. Electronic address: oluyemiawolusi@gmail.com
  • 4 Institute for Water and Wastewater Technology, Durban University of Technology, Durban, PO Box, 1334, South Africa. Electronic address: khalidmzml@gmail.com
  • 5 Institute for Water and Wastewater Technology, Durban University of Technology, Durban, PO Box, 1334, South Africa. Electronic address: sheenak1@dut.ac.za
  • 6 Institute for Water and Wastewater Technology, Durban University of Technology, Durban, PO Box, 1334, South Africa. Electronic address: faizalb@dut.ac.za
J Environ Manage, 2021 Sep 01;293:112862.
PMID: 34049159 DOI: 10.1016/j.jenvman.2021.112862

Abstract

To ensure the safe discharge of treated wastewater to the environment, continuous efforts are vital to enhance the modelling accuracy of wastewater treatment plants (WWTPs) through utilizing state-of-art techniques and algorithms. The integration of metaheuristic modern optimization algorithms that are natlurally inspired with the Fussy Inference Systems (FIS) to improve the modelling performance is a promising and mathematically suitable approach. This study integrates four population-based algorithms, namely: Particle swarm optimization (PSO), Genetic algorithm (GA), Hybrid GA-PSO, and Mutating invasive weed optimization (M-IWO) with FIS system. A full-scale WWTP in South Africa (SA) was selected to assess the validity of the proposed algorithms, where six wastewater effluent parameters were modeled, i.e., Alkalinity (ALK), Sulphate (SLP), Phosphate (PHS), Total Kjeldahl Nitrogen (TKN), Total Suspended Solids (TSS), and Chemical Oxygen Demand (COD). The results from this study showed that the hybrid PSO-GA algorithm outperforms the PSO and GA algorithms when used individually, in modelling all wastewater effluent parameters. PSO performed better for SLP and TKN compared to GA, while the M-IWO algorithm failed to provide an acceptable modelling convergence for all the studied parameters. However, three out of four algorithms applied in this study proven beneficial to be optimized in enhancing the modelling accuracy of wastewater quality parameters.

* Title and MeSH Headings from MEDLINE®/PubMed®, a database of the U.S. National Library of Medicine.