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