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Table 3 Treatment of CLWW using different concentrations of chemical coagulants

From: Treatment of laundry wastewater using extracellular polymeric substances (EPS)

Coagulant

Coagulant dose (mg/L)

Removal (%)

Turbidity

TSS

TS

COD

Alum

100

21.82

6.17

7.36

8.17

300

33.64

21.33

31.99

22.98

600

65.45

69.67

44.53

33.68

900

94.36

76.33

65.92

44.35

1200

98.09

84.67

79.39

63.32

1500

98.55

94.67

85.14

80.98

2000

99.18

98.00

91.33

85.10

CaCl2

100

12.73

7.67

7.68

6.37

300

20.00

11.00

12.04

11.57

600

24.36

19.17

21.13

19.13

900

26.36

24.83

27.09

26.95

1200

34.55

27.83

29.97

36.92

1500

36.18

29.17

36.09

42.60

2000

25.36

20.67

32.72

41.29

FeSO4

100

14.09

12.67

9.60

6.23

300

23.36

22.67

20.39

18.47

600

78.73

52.67

44.94

25.29

900

83.36

68.83

53.95

31.37

1200

89.64

76.17

60.51

36.75

1500

89.91

77.17

65.85

40.19

2000

91.09

78.67

68.09

47.80