Abstract
Water resources sources have deteriorated in recent years due to rapid population growth, chemical industry
effluents, agricultural practices, and climate change. The primary cause of contamination of water-bodies is
due to disposal of untreated sewage water pollution. Hence effective sewage treatment is necessary to
safeguard water-bodies from contamination. Many cutting-edge techniques have been developed in recent
years to increase the effectiveness of the removal of organic matter and nutrients by Waste Water Treatment
Plants (WWTPs). 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 Liters per Day) and is evaluated by collecting 156 samples for 12 months (January 2018 –
December 2018). The data collected was based on grab and composite collection. In STPs, grab sampling and
composite sampling are two frequently used techniques for gathering wastewater samples. Grab sampling is
the process of taking one wastewater sample at a specific time. Contrarily, composite sampling involves
collecting multiple effluent samples over a predetermined period. An STP aims to minimize or remove organic
debris, sediments, disease-causing organisms, and other pollutants in sewage water before disposing into
streams and other water bodies. The current study observed the removal efficiencies of the constituents such
as Total Suspended Solids (TSS), Biological Oxygen Demand (BOD), Chemical Oxygen Demand (COD), and
several other parameters. This investigation assesses whether the effluents emitted into the river body are
within the National River Conservative Directorate (NRCD) set limitations as the treated sewage water is
discharged into the Musi River (a tributary of Krishna Basin). This study investigated the seasonal variation
of WWTP efficiencies for different water quality parameters for the year 2018. The study was conducted over
four seasons: winter (December, January, February), pre-monsoon (March, April, May), monsoon (June, July,
August, September), and post-monsoon (October, November). The study analyzed the influents and effluents
of each available water quality parameter, using both grab and composite sampling and the performance
efficiency of STP. For each water quality parameter, the findings revealed considerable seasonal fluctuations
in treatment plant efficiencies.
For example, if Dissolved Oxygen (DO) level is too low, the microorganisms may become stressed or die,
leading to reduced treatment efficiency. On the other hand, if DO level is too high, it can lead to the growth of
aerobic bacteria that consume DO, reducing the available oxygen for the treatment process. Therefore, it is
important to monitor the DO levels in the STP regularly and maintain them within the recommended range to
ensure efficient and effective treatment of the wastewater. The type of treatment technique used in STP
determines the DO saturation level necessary for a sewage treatment facility. For an activated sludge process,
the DO saturation level should typically be kept between 2 and 3 mg/L, and between 1 and 2 mg/L for a
trickling filter process. Water temperature is a prominent variable for water quality and aquatic habitat affecting saturation dissolved oxygen concentrations, algal metabolism, fish growth, and production in aquatic
systems. Water temperature also signifies the health of the river water body and regulates many physical and
chemical parameters related to river water quality parameters, which speculatively depend on many factors.
The study provided valuable insights into the influence of water temperature on saturation oxygen levels in
the water, highlighting the importance of considering temperature as a crucial environmental factor in
assessing water quality. So far, most River Water Temperature (RWT) models are either physical or datadriven models requiring large amounts of hydrological and meteorological observations. Many climate change
studies have been conducted with increasing stream water temperatures, but how it affects saturated DO levels
have not been addressed. To address these, the present work aims to work with a hybrid model - Air2Stream
as a function of air temperature and discharge and also demonstrates how the Air2Stream method can be used
to generate accurate RWT predictions and subsequent DO concentrations in river water quality modeling.
RWT, which combines the ideas of the heat budget equation that generalizes physical processes and infers
relationships between input and output data, can be predicted using the Air2Stream model. With two river
gauging stations at Mantralayam, Shimoga in the Krishna River Basin, the efficiency of the suggested
modeling framework is demonstrated. By comparing simulated RWT time series with matched observations
and calculating the Nash Sutcliffe Efficiency (NSE),