Performance Evaluation of Dairy Effluents Treatment Plant

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dc.contributor.author Liyanaarachchi, P. E. A. N.
dc.date.accessioned 2026-06-16T05:36:17Z
dc.date.available 2026-06-16T05:36:17Z
dc.date.issued 2025
dc.identifier.uri http://www.digital.lib.esn.ac.lk//handle/1234/17710
dc.description.abstract The dairy industry, a critical sector for food production, is recognized as a signihcant contributor to water pollution due to its substantial water usage and high organic wastewater loads. Fonterra Brands Lanka, a leading dairy producer in Sri Lanka and a subsidiary of Fonterra, a global dairy exporter, faces the challenge of managing its wastewater effectively. This research investigated the performance of the Fonterra Brands Lanka effluent treatment plant (ETP), which employs a multi-stage process including screening, ef{luent collection, dissolved air flotation (DAF), anaerobic treatment, aerobic treatment, clarification, sludge treatment, and disinfection. The objectives of this study are to assess the efficiency of the effluent treatment plant in removing pollutants such as BOD, COD, pH and total nitrogen from dairy wastewater. The study evaluated four key water quality parameters: Chemical Oxygen Demand (COD), Biochemical Oxygen Demand (BOD), Total Nitrogen (TI.{), and pH over four days, collecting samples from eight designated points within the ETP. Statistical analysis revealed significant variations (p < 0.05) in influent wastewater characteristics. The wastewater treatment system demonstrated exceptional overall removal efficiencies, achieving I00o/o for BOD, 99.33oA for COD, and 97 .29o/o for TN. The DAF unit achieved up to 72.09a/o BOD and 62.120 COD removal, although its perloffnance dropped on certain dates, while the denitrification tank showed fluctuating results, with 60.na COD removal and a significant drop to 36.2o/o for BOD rem-oval on certain dates. The aeration tank and circular clarifier performed consistently well, achieving 77.8o/o and up to 954/o BOD removal, respectively. pH levels fluctuated between 2.8 and 8.5 across the treatment stages, with the inlet pH ranging from 2.8 to 6.8. These findings reflect the treatrnent system's variable performance, largely driven by fluctuations in influent composition and the effectiveness of individual treatment units. en_US
dc.language.iso en en_US
dc.publisher Faculty of Technology en_US
dc.relation.ispartofseries FTC275;
dc.subject Dairy Industry en_US
dc.subject Effluent Treatment Olants en_US
dc.subject Wastewater en_US
dc.subject Wastewater Characteristics en_US
dc.title Performance Evaluation of Dairy Effluents Treatment Plant en_US
dc.type Research report en_US


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