Abstract
                                                                        PERFORMANCE ANALYSIS OF 339 MLD SEWAGE TREATMENT PLANT AT  AMBERPET – HYDERABAD.  Veerannapet Santhosh Vishal1, Shaik Rehana2, N. Munilakshmi3, L Partha Praveen4  1- Research Scholar, International Institute of Information Technology, Gachibowli,  Hyderbad, Telangana-500032.  2- 2- Assistant Professor, International Institute of Information Technology, Gachibowli,  Hyderbad, Telangana - 500032.  3- 3- Assistant Professor, Department of Civil Engineering, Sri Venkateswara University  College of Engineering, Tirupati, Andhra Pradesh – 517502.  4- 4- Research Scholar, Department of Civil Engineering, Sri Venkateswara University  College of Engineering, Tirupati, Andhra Pradesh – 517502  * Corresponding author Email: santhoshvishal.v@research.iiit.ac.in  Abstract  Environmental and water resources have deteriorated due to rapid population growth,  chemical industry effluents, agricultural practices, and climate changes. The primary cause of  water contamination is due to sewage water pollution. Hence understanding and  implementing an effective sewage treatment is necessary. Many cutting-edge techniques have  been developed in recent years to increase the effectiveness of the removal of organic matter  and nutrients by wastewater treatment plants (WWTP). To comprehend the effectiveness of  wastewater treatment, the current study considered a sewage treatment plant (STP) located in  Amberpet, Hyderabad. The capacity of the STP at Amberpet is 339 MLD (Million Litres per  Day) and is evaluated by collecting 156 samples for 12 months (January 2018 – December  2018). An STP aims to minimize or remove organic debris, sediments, disease-causing  organisms, and other pollutants in sewage water before disposing into the streams. The  current study observed the removal efficiencies of the constituents Total Suspended Solids  (TSS), Biological Oxygen Demand (BOD), Chemical Oxygen Demand (COD). This  investigation assesses whether the effluents emitted into the river body are within the NRCD-  set limitations (National River Conservative Directorate) as the treated sewage water is  discharged into the Musi River (a tributary of Krishna Basin). The MSE values of different  parameters like TSS, BOD, COD are 23.85, 28.54, 72.59. The RMSE values of TSS, BOD,  COD are 4.88, 5.32, 8.52. The R2 values of TSS, BOD, COD are 0.95, 0.79, 0.90.  Keywords: Wastewater Treatment Plant (WTTP), Biochemical Oxygen Demand, Chemical Oxygen  Demand, Total suspended solids