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. 2008 Feb 27;42(7):2283–2288. doi: 10.1021/es702316k

Figure 4.

Figure 4

Predicted decrease in groundwater As concentrations according to the analytical solution of the advection-dispersion transport model (28). The various scenarios corresponding to a range of flushing times, advection velocities, dispersion coefficients, and retardation factors are described in the text. Note the logarithmic scale of distance along the flow path.