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Hydrodynamic assessment of sewage impact on water quality of Malad Creek, Mumbai, India
Authors:Ritesh Vijay  Veena K Sardar  Shivani S Dhage  Prakash S Kelkar  Apurba Gupta
Institution:1. ESDM Division, National Environmental Engineering Research Institute, Nehru Marg, Nagpur, 440020, Maharashtra, India
2. Mumbai Zonal Lab, National Environmental Engineering Research Institute, 89/B, Dr. Annie Besant Road, Worli, Mumbai, 400018, Maharashtra, India
3. GEM Division, National Environmental Engineering Research Institute, Nehru Marg, Nagpur, 440020, Maharashtra, India
Abstract:The rapid population growth and uncontrolled development in the coastal zone have led to major pollution impacts on creeks, estuarine, and coastal environment. Water quality models are valuable tools to understand the environmental processes for prediction of pollution impacts and evaluate future trends for management. Presently, the Malad creek in west coast of Mumbai receives wastewater and sewage from open drains and partially treated sewage from Malad and Versova treatment plants. The objective of the paper is to assess the environmental quality and estimate the extent of improvement in different parts of the creek by enhancing the collection efficiency and adequate treatment of sewage as well as disposal through ocean outfall. A hydrodynamic and water quality simulation has been carried out for the present condition in the creek and calibrated and validated with two different season data for better representation of the system. Calibrated model has been used to generate future scenarios based on various options. Among scenarios, option of treated effluent diverted to propose outfall and improvement in collection of unorganized flow through sewerage up to 40% and 60% are found most significant for biochemical oxygen demand reduction and increase in dissolved oxygen. Fecal coliform reduction is also found drastically but still very high against standard. To improve the environmental quality of the creek, still upper stretch requires more dilution and flushing due to narrow width and contribution of heavy pollution from open drains.
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