Abstract
River water quality is a vital component of the ecosystem which is the main source for drinking,
irrigation and more. In recent years, increasing urban growth and expansion have resulted in
structural deterioration and functional degradation of river systems, resulting in significant
volumes of harmful contaminants being discharged into the water. River pollution substantially
impedes long-term economic and social growth and endangers human health. In order to
enhance the water environment, it is essential to examine the reasons for water quality
deterioration. River water quality modeling is the finest way to assess and monitor water
quality. River water quality models are mathematical models that simulate the behavior of
pollutants in surface water bodies used to predict the concentration of pollutants in the water
and assess the overall river water quality. QUAL2K is a widely-used water quality model that
can simulate water quality parameters, such as Dissolved Oxygen (DO), nutrients, and pH, in
streams and rivers. However, simulation of many water quality parameters through water
quality model does not assess the status and overall pollution extent of any river system. Single
river water quality index is required for evaluation of overall pollution extent and to adopt
necessary water quality control measures. Therefore, a holistic approach which can integrate
river water quality simulation model and pollution extent characterization model is necessary.
Thus, this study aims to develop an integrated, holistic model approach to estimate the pollution
extent in terms of river water quality index utilizing various river water quality model
parameters. Furthermore, the study aimed to analyze the spatial variability of river pollution
extent using Geographic Information System. In this present study, the river water quality model, QUAL2K, is used to assess the
quality of Bhadra river stretch, one of the major tributaries of the Tunga-Bhadra River situated
in Karnataka. The study stretch considered is around 27 km which is divided into three reaches
with elements of 1km as 3,4,20 for each reach respectively. In this current study, we analysed
the effects of wastewater discharge from the monitoring stations such as the Mysore Paper Mill
(MPM), the Visveshvarya Industrial Steel Limited (VISL), and the Bhadravathi city to simulate
the Dissolved Oxygen by varying the Biochemical Oxygen Demand (BOD) loads (25%,
50%,70%,100%) coming from different pollutant sources within the study stretch. The
observed water quality parameter data from 2006 to 2017 for those monitoring stations has
been obtained from Advanced Centre for Integrated Water Resource (ACIWR). The water quality parameters like flow rate and pollution point sources discharge are the highly sensitive
water quality parameters for modelling the QUAL2K model. There must be a reduction of 25%
of BOD effluent to reach the minimum standards set by the Central Pollution Control Board
(CPCB). It is noted that a 75% reduction of BOD effluent from point sources will lead to an
increase of 15% average DO throughout the study stretch.
The weighted Average Water Quality Index (WAWQI) method is used in estimating Water
Quality Index (WQI) by using QUAL2K simulation results for the study stretch. QUAL2K
model was calibrated from April 2006 to October 2013 and validated from November 2013 to
March 2017. The estimated WQI values range from 92.35 to 112, indicating the quality
classification ranges from very poor to unfit for consumption for the Bhadra river. It was
observed that the quality status of Bhadra river water was very poor in upstream and
downstream segments, while unfit for consumption in the middle segment indicating access to
industrial and anthropogenic activities. For spatial analysis, Arc-Geographical Informal
System (GIS) software and Inverse Distance Weighted (IDW) interpolation technique is used
to generate water quality parameters concentration level and WQI maps. In context to this, it
was found that the middle segment of Bhadra study stretch falls into the category of unfit for
consumption due to the combination of effluents from industries like MPM and VISL and
domestic effluents from Bhadravathi city. Overall, this study revealed that the MPM water
quality station was a hotspot for river water quality degradation. Based on all these analyses,
we provide a framework for the integration of the three components, i.e., QUAL2K calibration,
WQI and spatial visualization for water quality management and policymakers to take
decisions about water quality management in Bhadra river stretch .