Influence of anoxic and anaerobic hydraulic retention time on biological nitrogen and phosphorus removal in a membrane bioreactor

Desalination

Volumn 270, Issue 1-3, 2011, Pages 227-232

  Brown, Patrick ^a   Ong, Say Kee ^b   Lee, Yong Woo ^c  

^a HDR Engineering   (United States)

^b Iowa State University of Science and Technology   (United States)

^c Hanyang University   (South Korea)

Author keywords

Anaerobic; Anoxic; BNR; Hydraulic retention time; Membrane bioreactor; Nitrogen; Phosphorus

Indexed keywords

ANAEROBIC; ANOXIC; BNR; HYDRAULIC RETENTION TIME; MEMBRANE BIOREACTOR;

ANOXIC SEDIMENTS; BIOCONVERSION; BIOREACTORS; HYDRAULICS; NITROGEN; NITROGEN REMOVAL; OPTIMIZATION; PHOSPHORUS;

BIOLOGICAL WATER TREATMENT;

ANOXIC CONDITIONS; BIOREACTOR; MEMBRANE; NITROGEN; PHOSPHORUS; SEPARATION;

EID: 79951678475     PISSN: 00119164     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.desal.2010.12.001     Document Type: Article

References (21)

1. Metcalf, Eddy Wastewater Engineering: Treatment and Reuse 2003, McGraw Hill Inc., New York, NY. Fourth Edition.
2. Kraume M., Bracklow U., Vocks M., Drews A. Nutrient removal in MBRs for municipal wastewater treatment. Water Science and Technology 2005, 51(6-7):391-402.
3. Visvanathan C., Aim R.B., Parameshwaran K. Membrane separation bioreactors for wastewater treatment. Critical Reviews in Environmental Science and Technology 2000, 30(1):1-48.
4. Mulkerrins D., Dobson A., Colleran E. Parameters affecting biological phosphate removal from wastewaters. Environment International 2004, 30(2):249-259.
5. Ersu C.B., Ong S.K., Arslankaya E., Brown P. Comparison of recirculation configurations for biological nutrient removal in a membrane bioreactor. Water Research 2008, 42(6-7):1651-1663.
6. Zhang H., Xiao J., Cheng Y., Liu L., Zhang X., Yang F. Comparison between a sequencing batch membrane bioreactor and a conventional membrane bioreactor. Process Biochemistry 2006, 41(1):87-95.
7. Adam C., Gnirss R., Lesjean B., Buisson H., Kraume M. Enhanced biological phosphorus removal in membrane bioreactors. Water Science and Technology 2002, 46(4-5):281-286.
8. Ersu C.B., Ong S.K., Arslankaya E., Lee Y. Impact of solids residence time on biological nutrient removal performance of membrane bioreactor. Water Research 2010, 44:3192-3202.
9. Sakuma M. A2O Process Introduced to Seven WWTPs in Regional Sewerage 2005, Bureau of Sewerage, Tokyo Metropolitan Government.
10. Danesh S., Oleszkiewicz J. Use of a new anaerobic-aerobic sequencing batch reactor system to enhance biological phosphorus removal. Water Science and Technology 1997, 35(1):137-144.
11. Patel J., Nakhla G., Margaritas A. Optimization of biological nutrient removal in a membrane bioreactor system. Journal of Environmental Engineering 2005, 131(7):1021-1029.
12. Xiaolian W., Yongzhen P., Shuying W., Jie F., Xuemei C. Influence of wastewater composition on nitrogen and phosphorus removal and process control in A2O process. Bioprocess and Biosystems Engineering 2006, 28(6):397-404.
13. Standard Methods for the Examination of Water and Wastewater 1998, APHA, AWWA, and WEF, American Public Health Association, Washington, D.C. 20th Edition.
14. Yoon T., Lee H., Kim C. Comparison of pilot scale performances between membrane bioreactor and hybrid conventional wastewater treatment systems. Journal of Membrane Science 2004, 242(1):5-12.
15. Bitton G. Wastewater Microbiology 2005, John Wiley & Sons Inc., Hoboken, NJ.
16. Banard J.L. Activated primary tanks for phosphate removal. Water SA 1984, 10(3):121-126.
17. Merseth, H.L. (1995) An investigation of factors affecting biological phosphorous removal: primary sludge fermentation and system operating conditions, Masters Dissertation, University of Washington.
18. Wang J.C., Park J.K. Effect of anaerobic-aerobic contact time on the change of internal storage energy in two different phosphorus-accumulating organisms. Water Environment Research 2001, 73(4):436-443.
19. Merseth H.L., Stensel H.D. Effect of operating conditions on biological phosphorus removal. Proc. 69th Annual Water Environ. Fed. Conf. Exposition, Dallas, TX 1996, 139.
20. Barnard J.L., Stevens G.M., Leslie P.J. Design strategies for nutrient removal plant. Water Science and Technology 1985, 17(11/12):233-242.
21. Hu Z., Wentzel M., Ekama G. Anoxic growth of phosphate-accumulating organisms (PAOs) in biological nutrient removal activated sludge systems. Water Research 2002, 36(19):4927-4937.