Table 6 Results of static settlement limit of 9.52% concentration slurry.
Sedimentation time (s) | Height of boundary between overflow water and tail mortar (mL) | Tailing slurry concentration (%) |
|---|---|---|
10 | 750 | 12.45 |
20 | 530 | 17.07 |
30 | 330 | 25.75 |
40 | 260 | 31.33 |
50 | 235 | 33.96 |
60 | 220 | 35.76 |
120 | 175 | 42.52 |
180 | 155 | 46.42 |
240 | 150 | 47.51 |
300 | 145 | 48.65 |