A continuous point source of pollution is contaminating the aquifer. Observation wells were installed, and the water table slope is 0.0010. Pump test was conducted, and hydraulic conductivity is estimated as 4.07 m/day (100 gpd/ft2). The porosity of the formation is 0.25. Estimate the distribution of contaminated groundwater after 10 years of leakage. Use a longitudinal dispersivity of 10 m (32.8 ft) and transverse dispersivity of 1 m (3.28 ft). The contaminant is not absorbed by the formation (distribution coefficient is equal to zero).
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