تصفیه فاضلاب سنتزی به‌وسیله بیوراکتور هوازی- بی‌هوازی حاوی لجن گرانوله برای حذف مواد مغذی

نوع مقاله : مقاله پژوهشی

نویسندگان

1 دانشجوی دکترای گروه مهندسی محیط زیست، دانشکده منابع طبیعی، دانشگاه تربیت مدرس، نور

2 دانشیار گروه محیط مهندسی زیست، دانشکده منابع طبیعی، دانشگاه تربیت مدرس، نور

3 استاد گروه مهندسی شیمی، دانشکده شیمی، دانشگاه مارندران، بابل

4 استادیار گروه شیمی کاربردی، دانشکده شیمی و مرکز تحقیقات آب و فاضلاب، دانشگاه رازی، کرمانشاه

5 کارشناس آزمایشگاه تحقیقاتی نانو مواد مزوپروس، دانشکده شیمی، دانشگاه علم و صتعت ایران

6 دانشجوی دکترای گروه گیاه پزشکی، دانشگاه ولیعصر، رفسنجان

چکیده

تجمع مواد مغذی (کربن، نیتروژن و فسفر) تخلیه شده به آبهای سطحی موجب مشکلات جدی بر خصوصیات اکولوژیکی آبها و تهدید سلامت موجودات آبی و انسان‌ها می‌شود، بنابراین حذف مواد مغذی از فاضلابها قبل از تخلیه به طبیعت برای کاهش اثرات مضر ضروری است. بیوراکتور حاوی لجن گرانوله تلفیقی هوازی- بی‌هوازی (UAASB) برای تصفیه و حذف همزمان ترکیبات کربن، نیتروژن و فسفر کارایی بالایی دارد. در این مطالعه، درصد حذف کربن و فسفر در راکتور UAASB بررسی شد. متغیرهای مورد نظر در آزمایش‌ها، نسبت مواد مغذی COD/N/P و میزان بارگذاری فاضلاب ورودی به سیستم بود. نتایج نشان داد که نسبت مواد مغذی 2/250/1000 و نرخ بارگذاری موادآلی 7 لیتر بر ساعت در زمان ماند هیدرولیکی 6 ساعت، نسبت مواد غذایی به میکروارگانیسم kg COD/kg MLVSS.h 054/0 و نرخ بارگذاری مواد آلی kg/m3.h 15/0 برای حذف مواد مغذی از فاضلاب در بیوراکتور بسیار مطلوب بود. در این شرایط شاخص حجمی لجن 12/53 میلی‌گرم در لیتر، حذف کربن 86 درصد و کاهش فسفر 5/97 درصد مشاهده شد. بنابراین برای دستیابی به بهترین شرایط حذف مواد مغذی، بیوراکتور UAASB با کاهش قابل ملاحظه کربن و فسفر با تنظیم مطلوب نسبت مواد مغذی ورودی به سیستم تغذیه مناسب است.

کلیدواژه‌ها


عنوان مقاله [English]

Treatment of Synthetic Wastewater by Aerobic¬-anaerobic Bioreactor with Granular Sludge Developed for Removal of Nutrients

نویسندگان [English]

  • Malihe Amini 1
  • habibollah younesi 2
  • Ghasem Najafpour 3
  • Ali Akbar Zinatizadeh Lorestani 4
  • Mansoor Anbia 5
  • Mohammad Ali Ziaee Modbooni 6
1 Ph.D Student of Environmental Eng., Faculty of Natural Resources, Tarbiat Modarres University, Noor, Iran
2 Assoc. Prof. of Environmental Eng., Faculty of Natural Resources, Tarbiat Modarres University, Noor, Iran
3 Prof. of Chemical Engineering, Mazandaran, University, Babol, Iran
4 Assist. Prof. of Applied Chemistry, Faculty of Chemistry and Water and Wastewater Research Center (WWRC), Razi University, Kermanshah, Iran
5 Expert of Research Laboratory of Nanoporous Materials, Faculty of Chemistry, Iran University of Science and Technology, Tehran
6 Ph.D. Student of Plant Protection, Vali-e-asr University, Rafsanjan
چکیده [English]

The excessive accumulation of nutrient (C, N, and P) discharge to surface water can pose serious ecological problems that affect the health of aquatic life and consequently that of human and animals. It is, therefore, necessary to remove these substances from wastewaters for reducing their harm to environments. A novel upflow aerobic/anoxic flocculated sludge bioreactor (UAASB) will be establish and apply as a single treatment unit for carbon, nitrogen and phosphorus removal. In this study, nutrients (C, N and P) removal efficiency in a time-based control UAASB reactor has studied. Analyze of nutrients removal efficiency were investigated from wastewater using optimization of factors and effects of variables: COD/N/P ratio and flow rate. Results of experiments showed that COD/N/P ratio 1000/250/2 and Q 7 L/h in HRT 6 h, F/M 0.054 kg COD/kg MLVSS.h and OLR 0.15 kg/m3.h were desirable for removal of nutrients from wastewater in aerobic/anaerobic bioreactor. In these conditions SVI 53.12 mL/g, COD removal efficiency 86% and PO43- removal efficiency 97.5% were showed. According all results of responses for best nutrient removal, UAASB bioreactor is desirable for removal efficiency of C and P. 

کلیدواژه‌ها [English]

  • nutrient
  • Wastewater
  • Bioreactor
  • Granular Sludge
  • Organic Loading Rate
1. Lemaire, R., Yuan, Z., Blackall, L.L., and Crocetti, G.R. (2008). “Microbial distribution of Accumulibacter spp. and Competibacter spp. in aerobic granules from a lab-scale biological nutrient removal system.” Environmental Microbiology, 10(2), 354-363.
2. Eddy, M., Tchobanoglous, G., Burton, F.L., and Stensel, H. D. (2002). Wastewater engineering: Treatment and reuse, 4th Ed., Translated by: Abrishamchi, A. Afshar, Jamshid, B., Markaze Nashre Daneshgahi Pub. and Water and Wastewater Consulting Engineers, Tehran. (In Persian)
3. Chen, Y., Jiang, W., Liang, D., and Tay, J. (2008). “Biodegradation and kinetics of aerobic granules under high organic loading rates in sequencing batch reactor.” Applied Microbiology and Biotechnology, 79(2), 301-308.
4. Juang, Y.-C., Lee, D.-J., and Lai, J.-Y. (2008). “Fouling layer on hollow-fibre membrane in aerobic granule membrane bioreactor.” J. of the Chinese Institute of Chemical Engineers, 39(6), 657-661.
5. Zhu, L., Xu, X., Luo, W., and Tian, Z. (2008). “A comparative study on the formation and characterization of aerobic 4-chloroaniline-degrading granules in SBR and SABR.” Applied Microbiology and Biotechnology, 79(5), 867-874.
6. Wang, Q., Du, G., and Chen, J. (2004). “Aerobic granular sludge cultivated under the selective pressure as a driving force.” Process Biochemistry, 39(5), 557-563.
7. Ivanov, V., Wang, X. H., Tay, S., and Tay, J.H. (2005). “Bioaugmentation and enhanced formation of microbial granules used in aerobic wastewater treatment.” Applied Microbiology and Biotechnology, 70(3), 374-381.
8. Zhang, L., Chen, J. and Fang, F. (2008). “Biodegradation of methyl t-butyl ether by aerobic granules under a cosubstrate condition.” Applied Microbiology and Biotechnology, 78(3), 543-550.
9. Sun, X.-F., Wang, S.G., Liu, X.W., and Gong, W. X. (2008). “Biosorption of malachite green from aqueous solutions onto aerobic granules: Kinetic and equilibrium studies.” Bioresource Technology, 99(9), 3475-3483.
10. Jiang, H.-L., Tay, J. H., Liu, Y., Lee, T., and Tay, S. (2003). “Ca2+ augmentation for enhancement of aerobically grown microbial granules in sludge blanket reactors.” Biotechnology Letters, 25(2), 95-99.
11. Liu, Y.-Q., and Tay, J.-H. (2007). “Characteristics and stability of aerobic granules cultivated with different starvation time.” Applied Microbiology and Biotechnology, 75(1), 205-210.
12. Liu, Y.-Q., Tay, J.-H., and Moy, B. (2006). “Characteristics of aerobic granular sludge in a sequencing batch reactor with variable aeration.” Applied Microbiology and Biotechnology, 71(5), 761-766.
13. Adav, S.S., Lee, D. J., Show, K.Y., and Tay, J.H. (2008). “Aerobic granular sludge: Recent advances.” Biotechnology Advances, 26(5), 411-423.
14. Xia, L.-P., Zhang, H.-M., and Wang, X.-H. (2007). “An effective way to select slow-growing nitrifying bacteria by providing a dynamic environment.” Bioprocess and Biosystems Engineering, 30(6), 383-388.
15. Aguado, D., Montaya, T., Borras, L., Seco, A., and Ferrer, J. (2008). “Using SOM and PCA for analysing and interpreting data from a P-removal SBR.” Engineering Applications of Artificial Intelligence, 21(6), 919-930.
16. APHA. (1999). Standard methods for the examination of water and wastewater, 17th Ed., American Public Health Association,Washington,D.C.
17. Najafpour, G., Yienag, H.A., Younesi, H., and Zinatizadeh, A. (2005). “Effect of organic loading on performance of rotating biological contactors using palm oil mill effluents.” Process Biochemistry, 40(8), 2879-2884.
18. Akhbari, A., Zinatizadeh, A.A., Mohammadi, P., Irandous, M., and Manshouri, Y. (2011). “Process modeling and analysis of biological nutrients removal in an integrated RBC-AS system using response surface methodology.” Chemical Engineering Journal, 168(1), 269-279.
19. Shi, Y.-J., Wang, X.H., Yu, H.B., and Xie, H.J. (2011). “Aerobic granulation for nitrogen removal via nitrite in a sequencing batch reactor and the emission of nitrous oxide.” Bioresource Technology, 102(3), 2536-2541.
20. Park, W., Jang, E., Lee, M.J., Yu, S., and Kim, T.H. (2011). “Combination of ion exchange system and biological reactors for simultaneous removal of ammonia and organics.” J. of Environmental Management, 92(4), 1148-1153.
21. Andrade do Canto, C.S., Rodrigues, J.A.D., Ratusznei, S.M., Zaiat, M., and Foresti, E. (2008). “Feasibility of nitrification/denitrification in a sequencing batch biofilm reactor with liquid circulation applied to post-treatment.” Bioresource Technology, 99(3), 644-654.
22. Liu, Y., and Tay, J.-H. (2004). “State of the art of biogranulation technology for wastewater treatment.” Biotechnology Advances, 22(7), 533-563.
23. Yang, Z., Zhou, S., and Sun, Y. (2008). “Start-up of simultaneous removal of ammonium and sulfate from an anaerobic ammonium oxidation (anammox) process in an anaerobic up-flow bioreactor.” J. of Hazardous Materials, 169(1-3), 113-118.
24. Dulekgurgen, E., Ovez, S., Artan, N., and Orhon, D. (2003). “Enhanced biological phosphate removal by granular sludge in a sequencing batch reactor.” Biotechnology Letters, 25(9), 687-693.
25. Cassidy, D.P., and Belia, E.  (2005). “Nitrogen and phosphorus removal from an abattoir wastewater in a SBR with aerobic granular sludge.” Water Research, 39(19), 4817-4823.
26. Ghanizadeh, G. (2004). “Effect of COD/N and COD/P ratio on efficiency of phosphorous and nitrogen removal from municipal wastewater by sequencing batch reactor.” J. of Environmental Studies, 30(36), 9-14. (In Persian).
27. Wang, H., Li, Q., Wang, Y., He, N., and Sun, D. (2007). “Effect of recycling flux on performance and characteristics of activated sludge hydrolytic-aerobic recycling process in degradation of 2,4-dichlorophenol.” J. of Hazardous Materials, 168(1), 203-209.
28. Chen, H., Liu, S., Yang, F., Xue, Y., and Wang, T. (2009). “The development of simultaneous partial nitrification, ANAMMOX and denitrification (SNAD) process in a single reactor for nitrogen removal.” Bioresource Technology, 100(4), 1548-1554.
29. Yilmaz, G., Lemaire, R., Keller, J., and Yuan, Z. (2008). “Simultaneous nitrification, denitrification, and phosphorus removal from nutrient-rich industrial wastewater using granular sludge.” Biotechnology and Bioengineering, 100(3), 529-541.
30. Hasan, H.A., Abdullah, S.R.S., Kamarudin, S.K., and Kofli, N.T. (2011). “Response surface methodology for optimization of simultaneous COD, NH4+-N and Mn2+ removal from drinking water by biological aerated filter.” Desalination, 275(1-3), 50-61.
31. Schwarzenbeck, N., Borges, J.M., and Wilderer, P.A. (2005). “Treatment of dairy effluents in an aerobic granular sludge sequencing batch reactor.” Applied Microbiology and Biotechnology, 66(6), 711-718.
32. Salari, H., Hasani, A., Borghei, M., Yazdanbakhsh, A., and Rezaei, H. (2012). “Investigation of performance wetland in removal N and P in wastewater treatment (case study: Morad Tapeh).” J. Water and Wastewater, 83, 40- 47. (In Persian)