Influence of Clay on Solute Transport in Saturated Homogeneous Mixed Media

Table 5

Estimated parameters for the ADE, MIM, and CTRW models for HPM1-HPM4 at 1.68 mL/min.

Models	Parameters	HPM1	HPM2	HPM3	HPM4
ADE	(cm/min)	0.204	0.219	0.220	0.225
	(cm^2/min)	0.0470	0.204	0.852	0.0718
MIM	(cm/min)	0.173	0.189	0.226	0.212
	(cm^2/min)	0.0392	0.153	0.177	0.0626
		0.849	0.815	0.672	0.9400
	(min^-1)	0.00419	0.00509	1.580	0.0178
CTRW	(cm/min)	0.208	0.303	0.365	0.248
	(cm^2/min)	0.0479	0.176	1.752	0.0722
		1.96	1.75	1.63	1.87
	(min)
	(min)