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Groundwater withdrawal in randomly heterogeneous coastal aquifers

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Figure

Table 1. Parameters adopted in the numerical model.
Figure 2. (a) Planar view of the location of the boreholes. Verti-cal cross section B–B′ and well-screen location for scheme (b) S1,(c) S2 and (d) S3.
Figure 3. Graphical representation of the SWI metrics defined in Sect. 2.4.
Figure 5. MC-based (dotted blue curves) iso-concentration linesC/CS = 0.5 at t = tw along (a) the bottom of the aquifer and(b–d) three vertical cross-sections perpendicular to the coast
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