Table 8 The reusability of MIP (MAA) for the removal of AME
Sample | Removal efficiency of AME by using MIP (MAA), % | ||
|---|---|---|---|
DIW | Tap water | River water | |
Adsorption–desorption cycle | |||
 Cycle-1 | 95.03 | 90.27 | 88.37 |
 Cycle-2 | 93.74 | 86.56 | 83.06 |
 Cycle-3 | 90.40 | 83.57 | 80.01 |