Consider an aquifer in which fresh water of depth h flows over a salt water layer, as sketched in Fig. 10.34. The salt water layer is stagnant and has salinity S0, while the inflowing freshwater has initial salinity S D 0. The freshwater flow is driven by a mean gradient of 10-3, and the aquifer has hydraulic conductivity 50 m/day and porosity 0.2. The vertical dispersivity is 2 cm. Except near the entrance, horizontal dispersion may be neglected. Under steady state, calculate the isohaline lines corresponding to S/S0= 0.25, 0.5, and 0.75. Assume that h is large. (Note: this type of problem is developed further in Chap. 11.)
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