In this study, the electro-Fenton process (with response surface methodology as an experiments design and optimisation technique) was applied to evaluate the effects of five independent variables on the chemical oxygen demand (COD) and colour removal from paper pulp wastewater (PW). The parameters were statistically optimised under response surface methodology. The optimum conditions for 98.2% of COD and 96.8% of colour removal experimentally were at a reaction time of 30 min, current density of 79.9 mA/cm2, pH of 6.9, hydrogen peroxide (H2O2)/PW volume ratio of 1.7 ml/l, hydrogen peroxide (H2O2)/ferrous ions (Fe2+) molar ratio of 1.6, electrode consumption of 0.1 (g/l) and energy consumption of 1.3 (kWh/m3). In the next step, the filtration process was carried out on the treated effluent obtained at the optimal conditions. Then, this was mixed with activated sludge in a ratio of 1 : 10; 99.9% of COD and colour removal was found after 150 and 60 min, respectively.
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April 2022
Research Article|
October 11 2021
Pulp mill wastewater management using an advanced oxidation process and activated sludge Available to Purchase
Reza Davarnejad, PhD;
Reza Davarnejad, PhD
Associate Professor, Department of Chemical Engineering, Faculty of Engineering, Arak University, Arak, Iran (corresponding author: r-davarnejad@araku.ac.ir)
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Vajihe Abbasi, MSc;
Vajihe Abbasi, MSc
Researcher, Department of Chemical Engineering, Faculty of Engineering, Arak University, Arak, Iran
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Ali Izadi, PhD
Ali Izadi, PhD
Senior Engineer, Research and Development Department of Bakhtar Group, Tehran, Iran
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Publisher: Emerald Publishing
Received:
May 18 2021
Accepted:
May 20 2021
Online ISSN: 1751-7729
Print ISSN: 1741-7589
ICE Publishing: All rights reserved
2021
Proceedings of the Institution of Civil Engineers - Water Management (2022) 175 (2): 98–107.
Article history
Received:
May 18 2021
Accepted:
May 20 2021
Citation
Davarnejad R, Abbasi V, Izadi A (2022), "Pulp mill wastewater management using an advanced oxidation process and activated sludge". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 175 No. 2 pp. 98–107, doi: https://doi.org/10.1680/jwama.20.00111
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