Đồ án tốt nghiệp - Applying biofilm hybrid system (Anaerobic-Aerobic) using coral media and MIOAWT

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Đồ án tốt nghiệp ngành Công nghệ Kỹ thuật môi trường - Applying biofilm hybrid system (Anaerobic-Aerobic) using coral media and Microbe-Lift IND on automobile wastewater treatment - Trường Đại học Sư phạm Kỹ thuật Thành phố Hồ Chí Minh (HCMUTE)

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HO CHI MINH CITY UNIVERSITY OF
TECHNOLOGY AND EDUCATION

-***-

CAPSTONE PROJECT

APPLYING BIOFILM HYBRID SYSTEM
(ANAEROBIC - AEROBIC) USING CORAL
MEDIA AND MICROBE-LIFT IND ON
AUTOMOBILE WASTEWATER
TREATMENT

STUDENT: NGUYEN PHUOC LOC
NGUYEN THI KIM XUYEN
SUPERVISOR: NGUYEN MY LINH

GVHD: Th.S. HUỲNH PHƯỚC SƠN
TP. Hồ Chí Minh, July/2017

SOCIALIST REPUBLUC OF VIETNAM
Independence – Freedom – Happiness
***

HCM. City,

/

/2017

MISSION OF GRADUATION THESIS
Name: Nguyen Phuoc Loc
Student ID: 13150132
Nguyen Thi Kim Xuyen
13150181
Major: Environmental Engineering and Technology Class: 13150CLC
Supervisor: Dr. Nguyen My Linh
Receive date: 01/2017
Submit date: 7/2017
1. Topic: Applying biofilm hybrid system (Anaerobic – Aerobic) using coral media
and Microbe-Lift IND on automobile wastewater treatment.
Fields: Research
2. Content impletemation
- Design a lab-scale model of hybrid (anaerobic – aerobic) using coral media.
- Use automobile wastewater in Mercedes-Benz company.
- Evaluate the efficiency of nitrogen, phosphorus, COD, removal of the model
during the adaptive phase and operated phase.
- Evaluate the stability of the model after supplementation with Microbial
preparation Microbe-Lift IND.
HEAD OF ENVIRMONMENT
DEPARTMENT

SUPERVISOR

i

SOCIALIST REPUBLIC OF VIETNAM
Independence – Freedom – Happiness
*******

COMMENT OF SUPERVISOR
Name of student: ......................................................... Student ID: ............................
..........................................................
............................
Major:.......................................................................................................................................
Topic: .................................................................................................................................
............................................................................................................................................
Name of Supervisor: ................................................................................................................
.................................................................................................................................................

COMMENT
1. Content impletemation &amp Amount of work:
......................................................................................................................................
...

...
25/05

942

761

612

542

445

312

0

01/06

1352

711

655

603

576

398

102

08/06

1649

1467

1382

1128

973

778

295

15/06

2882

2434

2176

1873

1654

1332

311

2219

1989

1723

1554

1385

1002

194

29/06

2032

1854

1724

1632

1411

1094

48

06/07

2228

1845

1645

1283

974

705

226

11/07

2458

2005

1743

1532

1326

1006

345

20/04
27/04

18/05

22/06

OLR1

OLR2

OLR3

xiii

TP
Date
OLR
13/04

Influent Val. K1 Val. K2 Val. K3 Val. H1 Val. H2 Effluent
36.2

32.3

33.1

35.2

19.2

17.4

13.8

61.4

59.3

58.2

60.3

31.8

29.1

16.9

41.8

38.9

39.2

40.2

23.2

22

8.4

04/05

37.3

33.1

35.8

36.2

31.4

23.7

10.2

11/05

87.8

84.9

85.1

86.2

47.2

43.5

23.5

87.3

86.2

85.4

84.9

54.2

47

29.4

25/05

91.9

88.7

88.2

85.1

54.2

49.7

31.2

01/06

279.4

271.9

278

278.2

194.3

174.3

143.8

08/06

192.6

182

187.9

191

142.3

121.8

89.3

15/06

184.2

161.2

169.3

181.1

152.3

103.7

90.2

180.8

158.9

164.7

172

109.8

88.8

79.2

29/06

194.5

172.3

179.2

184.8

102.5

91

69.1

06/07

220.2

187.7

212.9

230.4

192.3

107.4

61.4

11/07

192.3

164.2

156.1

166.6

102.1

84.4

64.7

TKN
Date
OLR

Influent Val. K1 Val. K2 Val. K3 Val. H1 Val. H2 Effluent

20/04
27/04

18/05

22/06

OLR1

OLR2

OLR3

13/04

27

22.2

20

19.3

16.5

12.1

7.1

22.2

19.1

17

16.5

15.2

14.4

9.1

24.2

19.9

17

15.8

11.7

10.8

9.6

04/05

13.8

11.9

11.5

5.6

4.2

3.9

2.4

11/05

33.5

32.8

29.7

24.9

21.9

18.3

11

40.8

38.6

32.3

27

18.2

17.9

12.6

25/05

30.3

27.4

25.1

23.6

21.4

16.5

8

01/06

83

74

56

44.1

43

15

10.5

08/06

51.7

39.9

37.7

32.4

21.1

18.9

14.73

15/06

54.2

39.9

35

24.7

20.6

17.7

13.4

54

48

38.4

32.4

26.9

16.9

6.8

29/06

63.6

51.6

49.3

40.2

34.2

26.7

18

06/07

77

62

54.2

44.4

36.8

25.5

13.3

11/07

66.3

54.3

47.8

40.5

33.2

21.5

9.2

20/04
27/04

18/05

22/06

OLR1

OLR2

OLR3

xiv

APPENDIX III: EQUIPMENTS USED IN MODEL
No. Machine
Digital
1
Pump
Flow rate: 5 liter/hour
wastewater Brand: HANNA model BL 5-2
Made in Rumania

2

Valve K1,
K2, K3,
H1, H2

Type: uPVC
D = 21 mm
Made in Viet-Nam

3

Aeration
machine 1

Flow rate: 35 liter/min
Brand: Hailea ACO-208 16W
Made in China

4

Aeration
machine 2

Flow rate: 8 liter/min
Brand: VIPSUN FISH model
VS-648
Made in China

5

Pump for
return
activated
sludge

Flow rate: 10,7 liter/h
Brand: Pulsafeeder Series 100 &amp
150 – Model X068-XB
Made in USA

Picture

xv