Nghiên cứu xử lý nước rỉ rác bãi chôn lấp bằng phương pháp ozon hóa - 24


WRITE(3,*)' HE PHUONG TRÌNH CHUAN VO NGHIEM' 999 CONTINUE

STOP END

SUBROUTINE SIMQ(A,B,N,KS) GIAI HE PHUONG TRINH CHUAN DIMENSION A(100),B(10)

TOL=0. KS=0 JJ=-N

DO 65 J=1,N JY=J+1 JJ=JJ+N+1 BIGA=0.

IT=JJ-J

DO 30 I=J,N IJ=IT+I

IF(ABS(BIGA)-ABS(A(IJ))) 20,30,30

20 BIGA=A(IJ) IMAX=I

30 CONTINUE

IF(ABS(BIGA)-TOL) 35,35,40

35 KS=1 RETURN

40 II=J+N*(J-2) IT=IMAX-J DO 50 K=J,N II=II+N I2=II+IT SAVE=A(II)


A(II)=A(I2) A(I2)=SAVE

50 A(II)=A(II)/BIGA SAVE=B(IMAX) B(IMAX)=B(J) B(J)=SAVE/BIGA IF(J-N) 55,70,55

55 IQS=N*(J-1)

DO 65 IX=JY,N IXJ=IQS+IX IT=J-IX

DO 60 JX=JY,N IXJX=N*(JX-1)+IX JJX=IXJX+IT

60 A(IXJX)=A(IXJX)-(A(IXJ)*A(JJX))

65 B(IX)=B(IX)-(B(J)*A(IXJ))

70 NY=N-1 IT=N*N

DO 80 J=1,NY IA=IT-J

IB=N-J IC=N

DO 80 K=1,J B(IB)=B(IB)-A(IA)*B(IC) IA=IA-N

80 IC=IC-1 RETURN END


2. Kết quả tính toán

2.1. Trường hợp xử lý bằng ozon

2.1.1 Xử lý độ màu

SO LIEU BAN DAU : N= 69 M= 4

X(I,J) & Y(I)


1

5.0

60.0

0.0

0.0

71.33

2

5.0

60.0

0.0

0.0

67.00

3

5.0

60.0

0.0

0.0

71.08

4

6.0

60.0

0.0

0.0

71.13

5

6.0

60.0

0.0

0.0

68.05

6

6.0

60.0

0.0

0.0

71.57

7

7.0

60.0

0.0

0.0

70.73

8

7.0

60.0

0.0

0.0

69.10

9

7.0

60.0

0.0

0.0

72.70

10

8.0

60.0

0.0

0.0

72.73

11

8.0

60.0

0.0

0.0

69.62

12

8.0

60.0

0.0

0.0

72.94

13

9.0

60.0

0.0

0.0

73.53

14

9.0

60.0

0.0

0.0

71.19

15

9.0

60.0

0.0

0.0

76.45

16

10.0

60.0

0.0

0.0

73.13

17

10.0

60.0

0.0

0.0

69.62

18

10.0

60.0

0.0

0.0

75.28

19

8.0

60.0

0.0

0.0

57.14

20

8.0

60.0

0.0

0.0

59.14

21

8.0

60.0

0.0

0.0

60.34

22

8.0

80.0

0.0

0.0

68.75

23

8.0

80.0

0.0

0.0

77.43

24

8.0

80.0

0.0

0.0

75.70

25

8.0

100.0

0.0

0.0

77.68

26

8.0

100.0

0.0

0.0

86.00

27

8.0

100.0

0.0

0.0

88.74

28

8.0

120.0

0.0

0.0

82.00

29

8.0

120.0

0.0

0.0

88.57

30

8.0

120.0

0.0

0.0

90.22

31

8.0

140.0

0.0

0.0

84.14

32

8.0

140.0

0.0

0.0

90.00

33

8.0

140.0

0.0

0.0

90.67

34

8.0

100.0

0.0

0.0

68.57

35

8.0

100.0

0.0

0.0

66.18

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Nghiên cứu xử lý nước rỉ rác bãi chôn lấp bằng phương pháp ozon hóa - 24


36

8.0

100.0

0.0

0.0

73.75

37

8.0

100.0

360.0

0.0

71.13

38

8.0

100.0

360.0

0.0

67.33

39

8.0

100.0

360.0

0.0

78.74

40

8.0

100.0

539.0

0.0

72.14

41

8.0

100.0

539.0

0.0

74.18

42

8.0

100.0

539.0

0.0

81.06

43

8.0

100.0

728.0

0.0

73.81

44

8.0

100.0

728.0

0.0

74.85

45

8.0

100.0

728.0

0.0

81.73

46

8.0

100.0

0.0

0.0

78.74

47

8.0

100.0

0.0

0.0

81.58

48

8.0

100.0

0.0

0.0

78.44

49

8.0

100.0

0.0

100.0

80.06

50

8.0

100.0

0.0

100.0

82.05

51

8.0

100.0

0.0

100.0

82.35

52

8.0

100.0

0.0

200.0

82.14

53

8.0

100.0

0.0

200.0

82.28

54

8.0

100.0

0.0

200.0

83.94

55

8.0

100.0

0.0

300.0

82.86

56

8.0

100.0

0.0

300.0

84.81

57

8.0

100.0

0.0

300.0

84.80

58

8.0

100.0

0.0

400.0

83.89

59

8.0

100.0

0.0

400.0

86.57

60

8.0

100.0

0.0

400.0

85.03

61

8.0

100.0

0.0

500.0

84.63

62

8.0

100.0

0.0

500.0

86.60

63

8.0

100.0

0.0

500.0

86.37

64

8.0

100.0

0.0

600.0

84.49

65

8.0

100.0

0.0

600.0

86.60

66

8.0

100.0

0.0

600.0

86.34

67

8.0

100.0

0.0

700.0

84.63

68

8.0

100.0

0.0

700.0

86.77

69

8.0

100.0

0.0

700.0

86.37


KET QUA TINH TOAN:

HE SO TUONG QUAN RIENG PHAN: 0.19170 0.72999 -0.10252 0.54081

HE SO TUONG QUAN BOI: R1= 0.82053

CAC HE SO CUA PHUONG TRINH VOI BIEN CHUAN HOA:


0.044149 0.660077 -0.152416 0.327177

CAC HE SO CUA PHUONG TRINH VOI BIEN THUC : 52.3275414 0.3879271 0.2375245 -0.0063223 0.0120503

2.1.2. Xử lý COD

SO LIEU BAN DAU : N= 72 M= 4

X(I,J) & Y(I)


1

5.0

60.0

0.0

0.0

9.80

2

5.0

60.0

0.0

0.0

6.37

3

5.0

60.0

0.0

0.0

16.67

4

6.0

60.0

0.0

0.0

11.12

5

6.0

60.0

0.0

0.0

11.75

6

6.0

60.0

0.0

0.0

19.62

7

7.0

60.0

0.0

0.0

19.74

8

7.0

60.0

0.0

0.0

11.75

9

7.0

60.0

0.0

0.0

20.83

10

8.0

60.0

0.0

0.0

21.65

11

8.0

60.0

0.0

0.0

20.68

12

8.0

60.0

0.0

0.0

29.17

13

9.0

60.0

0.0

0.0

21.65

14

9.0

60.0

0.0

0.0

22.45

15

9.0

60.0

0.0

0.0

29.90

16

10.0

60.0

0.0

0.0

20.33

17

10.0

60.0

0.0

0.0

19.72

18

10.0

60.0

0.0

0.0

28.69

19

8.0

40.0

0.0

0.0

18.20

20

8.0

40.0

0.0

0.0

16.00

21

8.0

40.0

0.0

0.0

20.40

22

8.0

60.0

0.0

0.0

29.08

23

8.0

60.0

0.0

0.0

25.00

24

8.0

60.0

0.0

0.0

28.58

25

8.0

80.0

0.0

0.0

38.02

26

8.0

80.0

0.0

0.0

37.27

27

8.0

80.0

0.0

0.0

42.37

28

8.0

100.0

0.0

0.0

39.69

29

8.0

100.0

0.0

0.0

43.00

30

8.0

100.0

0.0

0.0

41.42

31

8.0

120.0

0.0

0.0

40.48

32

8.0

120.0

0.0

0.0

43.27

33

8.0

120.0

0.0

0.0

48.48

34

8.0

140.0

0.0

0.0

41.32


35

8.0

140.0

0.0

0.0

43.27

36

8.0

140.0

0.0

0.0

49.08

37

8.0

100.0

0.0

0.0

32.03

38

8.0

100.0

0.0

0.0

32.41

39

8.0

100.0

0.0

0.0

25.93

40

8.0

100.0

360.0

0.0

33.99

41

8.0

100.0

360.0

0.0

31.48

42

8.0

100.0

360.0

0.0

27.78

43

8.0

100.0

539.0

0.0

38.84

44

8.0

100.0

539.0

0.0

37.93

45

8.0

100.0

539.0

0.0

35.19

46

8.0

100.0

728.0

0.0

43.70

47

8.0

100.0

728.0

0.0

43.50

48

8.0

100.0

728.0

0.0

46.29

49

8.0

100.0

0.0

0.0

37.92

50

8.0

100.0

0.0

0.0

36.16

51

8.0

100.0

0.0

0.0

39.21

52

8.0

100.0

0.0

100.0

40.52

53

8.0

100.0

0.0

100.0

37.24

54

8.0

100.0

0.0

100.0

42.17

55

8.0

100.0

0.0

200.0

47.12

56

8.0

100.0

0.0

200.0

45.24

57

8.0

100.0

0.0

200.0

46.08

58

8.0

100.0

0.0

300.0

54.11

59

8.0

100.0

0.0

300.0

51.63

60

8.0

100.0

0.0

300.0

49.78

61

8.0

100.0

0.0

400.0

59.94

62

8.0

100.0

0.0

400.0

55.88

63

8.0

100.0

0.0

400.0

55.67

64

8.0

100.0

0.0

500.0

62.54

65

8.0

100.0

0.0

500.0

61.46

66

8.0

100.0

0.0

500.0

57.61

67

8.0

100.0

0.0

600.0

63.40

68

8.0

100.0

0.0

600.0

61.46

69

8.0

100.0

0.0

600.0

58.82

70

8.0

100.0

0.0

700.0

63.40

71

8.0

100.0

0.0

700.0

62.29

72

8.0

100.0

0.0

700.0

59.80


KET QUA TINH TOAN:

HE SO TUONG QUAN RIENG PHAN: 0.32253 0.72664 0.05120 0.76061


HE SO TUONG QUAN BOI: R1= 0.94520

CAC HE SO CUA PHUONG TRINH VOI BIEN CHUAN HOA: 0.187990 0.504322 0.067475 0.612476

CAC HE SO CUA PHUONG TRINH VOI BIEN THUC :

-21.9608803 3.2215028 0.3216021 0.0054454 0.0437213

2.1.3. Xử lý TOC

SO LIEU BAN DAU : N= 72 M= 4

X(I,J) & Y(I)


1

5.0

60.0

0.0

0.0

6.41

2

5.0

60.0

0.0

0.0

4.95

3

5.0

60.0

0.0

0.0

8.24

4

6.0

60.0

0.0

0.0

9.23

5

6.0

60.0

0.0

0.0

9.11

6

6.0

60.0

0.0

0.0

15.58

7

7.0

60.0

0.0

0.0

10.26

8

7.0

60.0

0.0

0.0

8.46

9

7.0

60.0

0.0

0.0

17.89

10

8.0

60.0

0.0

0.0

19.23

11

8.0

60.0

0.0

0.0

13.93

12

8.0

60.0

0.0

0.0

25.53

13

9.0

60.0

0.0

0.0

16.92

14

9.0

60.0

0.0

0.0

22.00

15

9.0

60.0

0.0

0.0

23.12

16

10.0

60.0

0.0

0.0

14.36

17

10.0

60.0

0.0

0.0

13.02

18

10.0

60.0

0.0

0.0

21.81

19

8.0

40.0

0.0

0.0

15.33

20

8.0

40.0

0.0

0.0

14.07

21

8.0

40.0

0.0

0.0

13.40

22

8.0

60.0

0.0

0.0

19.59

23

8.0

60.0

0.0

0.0

19.93

24

8.0

60.0

0.0

0.0

22.38

25

8.0

80.0

0.0

0.0

23.84

26

8.0

80.0

0.0

0.0

25.16

27

8.0

80.0

0.0

0.0

29.14

28

8.0

100.0

0.0

0.0

30.41

29

8.0

100.0

0.0

0.0

27.65


30

8.0

100.0

0.0

0.0

30.52

31

8.0

120.0

0.0

0.0

31.14

32

8.0

120.0

0.0

0.0

30.14

33

8.0

120.0

0.0

0.0

32.87

34

8.0

140.0

0.0

0.0

33.21

35

8.0

140.0

0.0

0.0

31.26

36

8.0

140.0

0.0

0.0

32.60

37

8.0

100.0

0.0

0.0

27.64

38

8.0

100.0

0.0

0.0

25.17

39

8.0

100.0

0.0

0.0

26.22

40

8.0

100.0

360.0

0.0

29.82

41

8.0

100.0

360.0

0.0

26.63

42

8.0

100.0

360.0

0.0

27.50

43

8.0

100.0

539.0

0.0

34.30

44

8.0

100.0

539.0

0.0

31.24

45

8.0

100.0

539.0

0.0

36.01

46

8.0

100.0

728.0

0.0

38.30

47

8.0

100.0

728.0

0.0

33.71

48

8.0

100.0

728.0

0.0

37.30

49

8.0

100.0

0.0

0.0

26.11

50

8.0

100.0

0.0

0.0

21.50

51

8.0

100.0

0.0

0.0

24.30

52

8.0

100.0

0.0

100.0

27.71

53

8.0

100.0

0.0

100.0

25.49

54

8.0

100.0

0.0

100.0

29.10

55

8.0

100.0

0.0

200.0

31.13

56

8.0

100.0

0.0

200.0

32.94

57

8.0

100.0

0.0

200.0

35.96

58

8.0

100.0

0.0

300.0

31.71

59

8.0

100.0

0.0

300.0

35.56

60

8.0

100.0

0.0

300.0

36.31

61

8.0

100.0

0.0

400.0

36.30

62

8.0

100.0

0.0

400.0

38.56

63

8.0

100.0

0.0

400.0

36.65

64

8.0

100.0

0.0

500.0

38.39

65

8.0

100.0

0.0

500.0

40.46

66

8.0

100.0

0.0

500.0

37.11

67

8.0

100.0

0.0

600.0

39.35

68

8.0

100.0

0.0

600.0

40.72

69

8.0

100.0

0.0

600.0

37.74

70

8.0

100.0

0.0

700.0

39.40

71

8.0

100.0

0.0

700.0

40.78

72

8.0

100.0

0.0

700.0

37.34

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