Influence of Clay on Solute Transport in Saturated Homogeneous Mixed Media

Table 4

Coefficient of determination () and global error () for assessing the goodness of the fitted ADE, MIM, and CTRW inverse models for 1.68 mL/min.

Porous media	ADE		MIM		CTRW
	HPM1	0.9967	0.0273	0.9967	0.0272	0.9981	0.0206
HPM2	0.9937	0.0368	0.9971	0.0251	0.9973	0.0240
HPM3	0.9925	0.0374	0.9983	0.0178	0.9987	0.0159
HPM4	0.9910	0.0445	0.9913	0.0437	0.9983	0.0195