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Directory UMM :Data Elmu:jurnal:A:Advances In Water Resources:Vol21.Issue8.1998:

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Fig. 1. Idealization of the modeled subsurface system with a sec-tion of the finite difference grid (dashed lines).
Fig. 2. Groundwater level (a) and concentration profiles (b) for the problem of ‘stripe spread’ (example 1).
Table 1. Computation time (CT, s), number of time steps (NS) and computation time per step (TS, s) using a Pentium/120 PC
Fig. 4. Contours of solute concentration during infiltration fromthe soil surface (example 2).
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