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. Author manuscript; available in PMC: 2010 Jul 20.
Published in final edited form as: Ground Water Monit Remediat. 2009 Jan 1;29(1):92–104. doi: 10.1111/j.1745-6592.2008.01218.x

Figure 2.

Figure 2

Scenarios modeled. A. Homogeneous soil. B. A situation in which there are three different horizontal soil layers, each characterized by different permeability-diffusivity combinations, as outlined in Table 2. C. A situation in which there is a continuous layer of wet clay between the structure and the groundwater source. D. A situation in which there is a clay layer as in C, but in which it terminates directly beneath the structure. E. A situation in which there are scattered obstructions, such as boulders, distributed beneath the structure.