Groundwater pollution due to discharge of industrial effluents in Venkatapuram area, Visakhapatnam, Andhra Pradesh, India |
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Authors: | N. Subba Rao V. V. S. Gurunadha Rao C. P. Gupta |
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Affiliation: | (1) Department of Geology, Andhra University, Vishakapatnam, 533 003, India, IN;(2) National Geophysical Research Institute, Hyderabad, 500 007 India Tel: 040 717 01419 Fax: 040 717 1564 E-mail: postmast@csngri.ren.nic.in, IN |
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Abstract: | ![]() Hindustan Polymers Limited was established in the Venkatapuram area in the northwestern part of Visakhapatnam urban agglomeration. Untreated industrial effluent from the plant is discharged with total dissolved solids concentrations reaching up to 6500 mg/l. The groundwater pollution was identified as early as 1981 and a hydrogeologic and water-quality database is available from 1981. The groundwater quality in the plant environs is found to be in the range of 3500–4500 mg/l. Major chemical constituents of industrial-waste waters consist of Na, Cl, and SO4. Some characteristic parameters of the aquifer were estimated. The available hydrogeologic and hydrologic data was analyzed to conceptualize the groundwater regime. A mathematical groundwater flow model was constructed to compute the hydraulic head at the center of finite-difference grid. The computed head distribution and effective porosity of the formations were used to calculate the groundwater flow velocity. The computed velocity field was ultimately used to prognose the pollutant migration in groundwater accounting for the advection and dispersion processes in the mass transport model and for determining the time-dependent pathlines of pollutant. Areal migration of pollutants from the source was predicted up to year 2002. Received: 23 December 1996 · Accepted: 9 September 1997 |
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Keywords: | Industrial effluent Groundwater pollution Pathlines Mass-transport model |
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