2014International Journal of Innovative Research in Science Engineering and TechnologyRequires access

Efficiency Assessment and MathematicalCorrelations Development between Bod andOther Parameters in Jalandhar SewageTreatment

E. Johal, B. S Walia, Miraya Saini, Mithilesh Kumar Jha

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Abstract

For sixteen weeks wastewater treatment in sewage treatment plant at Jalandhar, Punjab was considered for present studies. Sixteen waste water samples were collected at different stages of treatment units and analyzed for the major water quality parameters, such as biological oxygen demand (BOD), chemical oxygen demand (COD), total suspended solids (TSS) and Ammoniacal-N concentration. The performance efficiency of each unit in treating the pollutants was calculated. Percentage removal of BOD, COD, TSS and ammonical-N explains the satisfying overall efficiency of the plant. A mathematical correlation is established between the influent and treated effluent parameters, specifically in relation to the BOD parameter indicated the prior basis and the assessment criteria of the effluent product.

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What this paper is about

For sixteen weeks wastewater treatment in sewage treatment plant at Jalandhar, Punjab was considered for present studies. Sixteen waste water samples were collected at different stages of treatment units and analyzed for the major water quality parameters, such as biological oxygen demand (BOD), chemical oxygen demand (COD), total suspended solids (TSS) and Ammoniacal-N concentration. The performance efficiency of each unit in treating the pollutants was calculated. Percentage removal of BOD, COD, TSS and ammonical-N explains the satisfying overall efficiency of the plant. A mathematical correlation is established between the influent and treated effluent parameters, specifically in relation to the BOD parameter indicated the prior basis and the assessment criteria of the effluent product.

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Available abstract

For sixteen weeks wastewater treatment in sewage treatment plant at Jalandhar, Punjab was considered for present studies. Sixteen waste water samples were collected at different stages of treatment units and analyzed for the major water quality parameters, such as biological oxygen demand (BOD), chemical oxygen demand (COD), total suspended solids (TSS) and Ammoniacal-N concentration. The performance efficiency of each unit in treating the pollutants was calculated. Percentage removal of BOD, COD, TSS and ammonical-N explains the satisfying overall efficiency of the plant. A mathematical correlation is established between the influent and treated effluent parameters, specifically in relation to the BOD parameter indicated the prior basis and the assessment criteria of the effluent product.

Key concepts: Biochemical oxygen demand, Effluent, Chemical oxygen demand, Wastewater quality indicators, Water quality, Pollutant, Environmental science, Total suspended solids

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