Influence of Clay on Solute Transport in Saturated Homogeneous Mixed Media

Table 2

Flow conditions in HPM1-HPM4 at 0.96, 1.44, and 1.68 mL/min.

Porous media	Pump rate (mL/min)	Discharge rate (mL/min)	Average flow velocity (cm/min)
HPM1	0.96	0.7995	0.111
	1.44	1.2991	0.180
	1.68	1.5793	0.219
HPM2	0.96	0.8998	0.145
	1.44	1.3492	0.218
	1.68	1.6189	0.261
HPM3	0.96	0.8997	0.161
	1.44	1.2326	0.220
	1.68	1.4990	0.268
HPM4	0.96	0.8496	0.188
	1.44	1.2492	0.277
	1.68	1.4991	0.332

, where and are the porosity and cross-sectional area of the column, respectively. is 19.63 cm².