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. Author manuscript; available in PMC: 2015 Nov 1.
Published in final edited form as: Water Air Soil Pollut. 2014 Oct 1;225:2136. doi: 10.1007/s11270-014-2136-1

Figure 4.

Figure 4

Comparison of simulated and measured TCE and PCE transport; representative examples for non-baseline conditions (referenced to Table 1). Exp A has an input concentration of 68 mg/L; exp B has a pore-water velocity of 73 cm/h; exp C used soil that was aged with TCE for 30 days; exp D is for PCE rather than TCE. Note that the truncated elution curve for PCE is due to the low (1 mg/L) input concentration used for this experiment. Simulated curves are produced with a one-dimensional transport model for which sorption-desorption is represented by a continuous-distribution function.