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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 1.

Figure 1

Schematic of model domain, showing typical finite element gridding. Note the fine gridding required near the foundation crack and CER (see text). The section A-A’ is shown as color concentration profiles and/or pressure profiles in Figures 3, 4, and 5.