Abstract
A digital simulation model is developed for locating the steady state stable brine cone position beneath fresh water wells discharging from an unconfined anisotropic aquifer'. A graphical procedure developed by Morris Muskat is converted into a numerical one and is used to successively approximate the brine cone Position The truncation in the fresh water zone is taken care of by repeated adjustment of the hydraulic conductances of appropriate branches in the numerical model of the aquifer. The iterative alternating direction implicit method is used to solve the flow equations repeatedly till sucessively modified fresh water flow zones converge within a specified tolerence level.
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