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Evaluation of SBRP and BRP at various process conditions for the removal of pollutants from dairy effluent: optimization and kinetic studies

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Abstract

This research describes the impact of hydraulic retention time (HRT) and bacterial mass concentration (MLSS) in sequencing batch reactor process (SBRP) and batch reactor process (BRP) for the removal of pollutants from the dairy wastewater. The operational conditions used were variable volume exchange ratio up to 75%, hydraulic retention time (4–8 h), and initial MLSS concentration up to 5150 mg/L. It was found that the SBRP increased the removal efficiencies of biological oxygen demand (BOD5), chemical oxygen demand (COD), and total suspended solids (TSS). The higher percent removals of BOD, COD, TP, TN, and SS were obtained in the bacterial mass concentration (MLSS) of 2100 mg/L which were in the order of 88, 96, 82, 92, and 75% for SBRP and were in the order of 84, 93, 70, 91, and 70% for BRP, respectively. The optimum level of MLSS was found to be 2100 mg/L at the retention time of 6 h for both SBRP and BRP. Compared to the conventional process, the SBR reduced the aeration step and achieved higher removal efficiency. Moreover, it reduced the excess sludge by about 25%. Interestingly, the results revealed that lower MLSS brought about better removal efficiencies for both SBRP and BRP.

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Data availability

The datasets used and/or analyzed during the current study are available from the corresponding author on reasonable request.

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All authors contributed to the study conceptualization and design. Material preparation, data collection, and analysis were performed by RS. The data and methodology were verified and modified by SS, BAK, and BV. The first draft was written by RS. The validation and correction were carried out by PD, MA, and JAK. All authors read and approved the final manuscript.

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Correspondence to Jagadeesan Aravind Kumar.

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Highlights

• The dairy industry effluent contains high nitrogen and phosphorus load, compared to effluent from other food industries.

• Sequencing batch reactor was used for treating dairy wastewater by changing the HRT and MLSS concentrations in SBRP and BRP for pollutant and nutrient removal.

• The optimized filling time, reaction time, and settling time were 20 min, 3 h, and 2 h and 40 min, respectively.

• The process showed that the increase in MLSS concentration leads to a decrease in the removal efficiencies of pollutants and nutrients.

• The dissolved oxygen was inversely proportional to the MLSS concentration in the reactor.

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Subramanian, R., Sundararaman, S., Baidullayeva, A. et al. Evaluation of SBRP and BRP at various process conditions for the removal of pollutants from dairy effluent: optimization and kinetic studies. Biomass Conv. Bioref. (2022). https://doi.org/10.1007/s13399-022-03533-7

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