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Table 2 Characteristics of treated wastewater by HSSFCW with pumice substrate and CZ at different HRT

From: Developing horizontal subsurface flow constructed wetland using pumice and Chrysopogon zizanioides for tannery wastewater treatment

Parameters

Influent (mg/L, except for pH, EC and salinity)

Effluent Conc. at Different HRT( mg/L, except pH, EC & salinity)

EEPA &WHO irrigation WQS

3 days

5 days

7 days

9 days

BOD5

1641 ± 373.55

273 ± 91

74 ± 2

58.67 ± 6.5

60.67 ± 4.93

200

COD

6953.33 ± 339.41

532.50 ± 177.5

225.41 ± 11.13

214.67 ± 32.33

234.67 ± 38.79

500

NH4-N

253.33 ± 11.6

26.83 ± 2.93

5.00 ± 4.36

4.67 ± 1.53

6.83 ± 1.44

30

NO3-N

116.66 ± 26.63

10.83 ± 2.75

0 ± 0

0.37 ± 0.15

0.57 ± 0.21

10

TN

650.33 ± 93.62

42 ± 15.72

8.67 ± 5.7

6.50 ± 1.32

9.33 ± 2.1

60

PO4-P

88.06 ± 40.77

6.33 ± 2.1

3.04 ± 1

2.67 ± 1.26

0 ± 0

5

TP

144.53 ± 20.75

19.67 ± 3.05

7.53 ± 2.33

5.53 ± 0.5

83.87 ± 11.37

10

TSS

1868 ± 863.1

99.72 ± 80.93

79 ± 13.53

80 ± 4.58

74 ± 21.65

50

TDS

5877.3 ± 2294.77

1504.97 ± 1286.16

1279 ± 75

768.67 ± 45.54

798 ± 17.43

2100

TCr

18.33 ± 6.66

0.88 ± 0.03

0.30 ± 0.1

0.20 ± 0.1

0.35 ± 0.13

2