Influence of Clay on Solute Transport in Saturated Homogeneous Mixed Media

Figure 8

Measured BTCs fitted with the ADE, MIM, and CTRW models for HPM1: 0.96 mL/min (a), 1.44 mL/min (b), and 1.68 mL/min (c), and HPM3: 0.96 mL/min (d), 1.44 mL/min (e), and 1.68 mL/min (f).

(a)

(b)

(c)

(d)

(e)

(f)