Research Article
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 |
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, where and are the porosity and cross-sectional area of the column, respectively. is 19.63 cm 2. |