Farklı Çamur Yaşlarında Anaerobik/Aerobik/Anoksik Ardışık Kesikli Reaktörde Nutrient Giderimi

Year 2020, Volume: 10 Issue: 3, 675 - 680, 15.07.2020

Müslün Sara Tunç Ayhan Ünlü

https://doi.org/10.17714/gumusfenbil.621569

Abstract

Bu çalışmada, ardışık
kesikli bir reaktör ile sentetik atıksudan nutrient giderimi farklı çamur
yaşlarında çalışılmıştır.  Ardışık
kesikli reaktör anaerobik (130 dakika), aerobik (330 dakika) ve anoksik (210
dakika) fazlar şeklinde işletilmiştir. Anoksik fazdan sonra 45 dakika çökelme
ve 5 dakika boşaltma fazı uygulanmıştır. Reaktör 6 gün çamur yaşında
işletildiğinde, ortalama olarak %92 KOİ, %81 NH₄-N ve %26 PO₄-P
giderimi gözlenmiştir. Çamur yaşı 10 günde sabit tutulduğunda ortalama olarak
%93 KOİ, %90 NH₄-N ve %13 PO₄-P giderimi sağlanmıştır. 15
günlük çamur yaşında ise ortalama olarak %92 KOİ, %79 NH₄-N ve %17
PO₄-P giderimi elde edilmiştir. En yüksek KOİ (%93) ve NH₄-N
(%90) giderimi 10 günlük çamur yaşında belirlenirken en iyi PO₄-P
giderimi 6 günlük çamur yaşında sağlanmıştır. KOİ ve NH₄-N giderim
verimi ile karşılaştırıldığında PO₄-P için oldukça düşük giderim
verimi gözlenmiştir.

Keywords

Ardışık Kesikli Reaktör, Çamur Yaşı, Nutrient Giderimi

Supporting Institution

Fırat Üniversitesi Bilimsel Araştırma Projeleri Koordinasyon Birimi

Project Number

1534

Thanks

Bu çalışma M. Sara Tunç’un doktora çalışmasının bir parçasıdır. Çalışmamızı 1534 proje numarası ile destekleyen Fırat Üniversitesi Bilimsel Araştırma Projeleri Koordinasyon Birimi’ne teşekkürlerimizi sunarız.

Nutrient Removal in Anaerobic/Aerobic/Anoxic Sequencing Batch Reactor at Different Sludge Ages

Abstract

In this study,
nutrient removal from synthetic wastewater by a sequencing batch reactor was
studied at different sludge ages. The sequencing batch reactor was operated in
anaerobic (130 minutes), aerobic (330 minutes) and anoxic (210 minutes) phases.
After the anoxic phase, settling phase of 45 minutes and discharge phase of 5
minutes were applied. When the reactor was operated at sludge age of 6 days,
average 92% COD, 81% NH₄-N and 26% PO₄-P removal were
observed. When the sludge age was kept constant at 10 days, COD, NH₄-N
and PO₄-P removal were achieved to be average 93%, 90% and 13%,
respectively. At sludge age of 15 days, average 92% COD, 79% NH₄-N
and 17% PO₄-P removal were obtained. The highest COD (93%) and NH₄-N
(90%) removal was determined at the sludge age of 10 days, while the best PO₄-P
removal was achieved at the sludge age of 6 days. Compared with COD and NH₄-N
removal efficiency, PO₄-P removal efficiency was appeared very low.

Keywords

Sequencing Batch Reactor, Sludge Age, Nutrient Removal

Project Number

1534

References

• Akin, B.S. ve Ugurlu, A., 2004. The Effect of an Anoxic Zone on Biological Phosphorus Removal by a Sequential Batch Reactor. Bioresource Technology, 94, 1-7.
• APHA, AWWA, WCPF, 1989. Standard Methods for the Examination of Water and Wastewater. 17th Edition, American Public Health Association, Washington, D.C.
• Aslan, Ş., Miller, L. ve Dahab, M., 2009. Ammonium Oxidation via Nitrite Accumulation Under Limited Oxygen Concentration in Sequencing Batch Reactors. Bioresource Technology, 100, 659-664.
• Chen, H., Zhou, Y., Hu, X., Tian, K. ve Zhang, J., 2019. Effects of Chlortetracycline on Biological Nutrient Removal from Wastewater. Science of the Total Environment, 647, 268-274.
• Ciudad, G., Rubilar, O., Muñoz, P., Ruiz, G., Chamy, R., Vergara, C. ve Jeison, D., 2005. Partial Nitrification of High Ammonia Concentration Wastewater as a Part of a Shortcut Biological Nitrogen Removal Process. Process Biochemistry, 40, 1715-1719.
• Garzon-Zúñiga, M.A. ve González-Martínez, S., 1996. Biological Phosphate and Nitrogen Removal in a Biofilm Sequencing Batch Reactor. Water Science and Technology, 34(1-2), 293-301.
• González-Martinez, S. ve Wilderer, P.A., 1991. Phosphate Removal in a Biofilm Reactor. Water Science and Technology, 23, 1405-1415.
• Guo, J., Peng, Y., Wang, S., Zhenge, Y., Huang, H. ve Wang, Z., 2009. Long-Term Effect of Dissolved Oxygen on Partial Nitrification Performance and Microbial Community Structure. Bioresource Technology, 100, 2796-2802.
• Jiang, Y., Wang, H., Shang, Y. ve Yang, K., 2016. Simultaneous Removal of Aniline, Nitrogen and Phosphorus in Aniline-Containing Wastewater Treatment by Using Sequencing Batch Reactor. Bioresource Technology, 207, 422-429.
• Kargi, F. ve Uygur, A., 2002. Nutrient Removal Performance of a Sequencing Batch Reactor as a Function of the Sludge Age. Enzyme and Microbial Technology, 31, 842-847.
• Kumar, B.M. ve Chaudhari, S., 2003. Evaluation of Sequencing Batch Reactor (SBR) and Sequencing Batch Biofilm Reactor (SBBR) for Biological Nutrient Removal from Simulated Wastewater Containing Glucose as Carbon Source. Water Science and Technology, 48(3), 73-79.
• Marin, J.C.A., Caravelli, A.H. ve Zaritzky, N.E., 2016. Nitrification and Aerobic Denitrification in Anoxic–Aerobic Sequencing Batch Reactor. Bioresource Technology, 200, 380-387.
• Park, S. and Bae, W., 2009. Modeling Kinetics of Ammonium Oxidation and Nitrite Oxidation Under Simultaneous Inhibition by Free Ammonia and Free Nitrous Acid. Process Biochemistry, 44 (6), 631-640.
• Peng, Y.Z., Wang, X.L. ve Li, B.K., 2006. Anoxic Biological Phosphorus Uptake and the Effect of Excessive Aeration on Biological Phosphorus Removal in the A2O Process. Desalination, 189, 155-164.
• Ruiz, G., Jeison, D. ve Chamy, R., 2003. Nitrification with High Nitrite Accumulation for the Treatment of Wastewater with High Ammonia Concentration. Water Research, 37, 1371-1377.
• Saito, T., Brdjanovic, D. ve van Loosdrecht, M.C.M., 2004. Effect of Nitrit on Phosphate Uptake by Phosphate Accumulating Organisms. Water Research, 38, 3760-3768.
• Sirianuntapiboon, S. ve Yommee, S., 2006. Application of a New Type of Moving Bio-Film in Aerobic Sequencing Batch Reactor (Aerobic-SBR). Journal of Environmental Management, 78, 149-156.
• Tsuneda, S., Ohno, T., Soejima, K. ve Hirata, A., 2006. Simultaneous Nitrogen and Phosphorus Removal Using Denitrifying Phosphate-Accumulating Organisms in a Sequencing Batch Reactor. Biochemical Engineering Journal, 27, 191-196.
• Uygur, A., Kargı, F. ve Başkaya H.S., 2004. Ardışık Zamanlı Kesikli Biyo-Reaktörde Biyolojik Nutrient Gideriminde Hidrolik Bekleme Süresinin Optimizasyonu. Uludağ Üniversitesi Mühendislik-Mimarlık Fakültesi Dergisi, 9(1), 161-169.
• Xu, D., Chen, H., Li, X., Yang, Q., Zeng, T., Luo, K. ve Zeng, G., 2013. Enhanced Biological Nutrient Removal in Sequencing Batch Reactors Operated as Static/Oxic/Anoxic (SOA) Process. Bioresource Technology, 143, 204-211.
• Yang, S.F., Tay, J.H. ve Liu, Y., 2004. Inhibition of Free Ammonia to the Formation of Aerobic Granules. Biochemical Engineering Journal, 17, 41-48.