Influence of Clay on Solute Transport in Saturated Homogeneous Mixed Media

Table 3

Estimated Reynolds number (Re) for HPM1-HPM4 at 0.96, 1.44, and 1.68 mL/min.

Pump rate (mL/min)	HPM1	HPM2	HPM3	HPM4
	Re	Re	Re	Re
0.96	0.380	0.428	0.428	0.404
1.44	0.618	0.642	0.586	0.594
1.68	0.751	0.770	0.713	0.713