Treatment of real industrial wastewater using the combined approach of advanced oxidation followed by aerobic oxidation

Ramteke, Lokeshkumar P.; Gogate, Parag R.

Treatment of real industrial wastewater using the combined approach of advanced oxidation followed by aerobic oxidation

2016

Ramteke, Lokeshkumar P. | Gogate, Parag R.

Fenton oxidation and ultrasound-based pretreatment have been applied to improve the treatment of real industrial wastewater based on the use of biological oxidation. The effect of operating parameters such as Fe²⁺ loading, contact time, initial pH, and hydrogen peroxide loading on the extent of chemical oxygen demand (COD) reduction and change in biochemical oxygen demand (BOD₅)/COD ratio has been investigated. The optimum operating conditions established for the pretreatment were initial pH of 3.0, Fe²⁺ loading of 2.0, and 2.5 g L⁻¹ for the US/Fenton/stirring and Fenton approach, respectively, and temperature of 25 °C with initial H₂O₂ loading of 1.5 g L⁻¹. The use of pretreatment resulted in a significant increase in the BOD₅/COD ratio confirming the production of easily digestible intermediates. The effect of the type of sludge in the aerobic biodegradation was also investigated based on the use of primary activated sludge (PAS), modified activated sludge (MAS), and activated sludge (AS). Enhanced removal of the pollutants as well as higher biomass yield was observed for MAS as compared to PAS and AS. The use of US/Fenton/stirring pretreatment under the optimized conditions followed by biological oxidation using MAS resulted in maximum COD removal at 97.9 %. The required hydraulic retention time for the combined oxidation system was also significantly lower as compared to only biological oxidation operation. Kinetic studies revealed that the reduction in the COD followed a first-order kinetic model for advanced oxidation and pseudo first-order model for biodegradation. The study clearly established the utility of the combined technology for the effective treatment of real industrial wastewater.

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