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. 2023 Jun 12;13:9502. doi: 10.1038/s41598-023-36662-8

Table 3.

COD, Color and Turbidity results for each stage of the proposed landfill leachate treatment system, the coagulation/flocculation (CF), hydrodynamic cavitation (HC) plus ozonation (O3) and activated carbon (AC) application.

Parameters PGα21Ca–pH 4 AlCl3–pH 5 FeCl3–pH 5 Al2(SO4)3–pH 5
AV SD EF (%) AV SD EF (%) AV SD EF (%) AV SD EF (%)
COD (mg L−1)
 LL 2425 2425 2425 2209
 CF 1466 118 39.5 1595 266 34.2 1731 253 28.6 1444 486 34.6
 HC + O3 1H 702 86.8 31.5 722 84.0 36.0 770 179 39.6 798 181 29.2
 HC + O3 2H 662 72.0 1.6 582 81.3 5.8 642 175 5.3 543 191 11.5
 AC 183 10.1 19.8 347 18.3 9.7 444 68.4 8.2 369 22.5 7.9
 Total 92.5B 85.7A 81.7A 83.3A
Color (mg Pt–Co L−1)
 LL 3760 3840 3840 4080
 CF 1462 171 59.1 1537 484 60.0 2857 25 25.6 2903 535 28.8
 HC + O3 1H 425 70.9 33.2 203 50.3 34.7 1053 491 47.0 637 211 55.6
 HC + O3 2H 202 30.6 3.3 143 15.3 1.6 710 451 8.9 347 86.2 7.1
 AC 170 21.2 2.1 102 24.3 1.1 383 145 8.5 103 70.9 6.0
 Total 97.7B 97.3B 90.0A 97.5B
Turbidity (NTU)
 LL 11.2 11.2 11.2 10.4
 CF 20.0 1.9 − 78.3 10.6 2.0 5.8 14.0 3.7 − 25.0 20.3 3.1 − 95.5
 HC + O3 1H 1.7 0.3 162.8 1.6 0.4 79.7 9.4 1.2 41.5 13.0 4.7 70.6
 HC + O3 2H 1.3 0.04 4.0 1.4 0.4 2.1 11.4 2.2 − 18.4 5.7 0.2 70.2
 AC 3.9 1.2 − 22.9 4.1 1.6 − 24.3 15.1 3.0 − 32.6 2.5 1.7 30.3
 Total 65.6B 63.2B − 34.5A 75.6B

Treatments with the same letter have no significant difference according to the Tukey test (p < 0.05, n = 12). LL, Landfill leachate; CF, Coagulation/flocculation; HC + O3 1H, Hydrodynamic cavitation plus Ozonation after one hour test; HC + O3 2H, Hydrodynamic cavitation plus Ozonation after two hours test; AV, Average; SD, Standard deviation; EF, Efficiency; COD, Chemical oxygen demand.