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A Two dimensional Mathematical Model for Long term Contaminated Groundwater Pollution Measurement around a Land Fill

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Figure

Figure 1. General structure of problem domain.
Figure 3. Boundary conditions of a transient groundwater flow model.
Table 15. The approximated groundwater flow velocity in x-direction(m/day)of simulation 4.4 where z = 50 m.
Figure 9.The surface and contour plot of hydraulic head( Hni,j for allx, z, t) ∈ [0, 1000] × [0, 500] × [0, 3600].
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