Table 6 CCD matrixes for the experimental design and the responses for COD removal.

From: Sustainable pretreatment and adsorption of chemical oxygen demand from car wash wastewater using Noug sawdust activated carbon

Runs

Factor 1

Factor 2

Factor 3

Factor 4

Removal Efficiency (%)

A: pH

B: Time

C: Dose

D: Speed

Actual

Predicted

Residuals

1

6

90

10

200

91.0

90.93

0.07

2

5

120

5

250

75.6

75.18

0.42

3

6

90

10

250

85.5

85.39

0.11

4

6

90

10

200

91.3

90.93

0.37

5

7

60

15

150

81.9

82.14

−0.24

6

6

90

15

200

88.9

88.66

0.24

7

7

60

5

150

80.3

79.96

0.34

8

6

90

10

200

90.9

90.93

−0.03

9

6

90

10

200

91.3

90.93

0.37

10

6

90

5

200

85.9

86.29

−0.39

11

7

120

15

150

79.1

79.56

−0.46

12

5

90

10

200

87.4

87.80

−0.40

13

7

60

5

250

78.4

78.74

−0.34

14

6

120

10

200

88.9

88.90

0.00

15

7

120

5

150

78.2

77.91

0.29

16

5

60

15

250

76.5

76.61

−0.11

17

5

120

15

250

77.2

77.74

−0.54

18

7

60

15

250

80.5

80.39

0.11

19

5

60

5

250

73.8

73.53

0.27

20

6

90

10

200

90.6

90.93

−0.33

21

6

60

10

200

89.2

89.36

−0.16

22

6

90

10

200

90.8

90.93

−0.13

23

7

120

15

250

79.8

79.55

0.25

24

6

90

10

150

88.2

88.47

−0.27

25

5

120

15

150

83.2

82.68

0.52

26

7

90

10

200

89.1

88.85

0.25

27

5

60

15

150

83.4

83.28

0.12

28

5

60

5

150

79.6

79.68

−0.08

29

7

120

5

250

78.1

78.42

−0.32

30

5

120

5

150

79.3

79.60

−0.30