Formation and Characteristics of Aerobic Granular Sludge for Simultaneous Phosphorus and Nitrogen Removal in a SBR

Article Preview

Abstract:

With inoculum sludge from a conventional activated sludge wastewater treatment plant, formation of aerobic granular sludge for simultaneous phosphorus and nitrogen removal was realized in a sequencing batch reactor by the selective pressure as a driving force. Selective pressure created by means of decreasing sedimentation time and increasing substrate loading enhanced the formation of aerobic granular sludge, which followed four consecutive stages: acclimation, granulation, growth and maturation. Under the condition that the substrate loading were increased to 500mg COD/(L•d) and 48mg NH4 +-N/(L•d), the granules were the dominant sludge forms with most of diameter about 0.5–2.0 mm, a minimal settling velocity of 0.55 cm/s and a MLSS of 6800 mg/L after 120 days operation. The granules were composed of filamentous species with varying degrees of rod- and coccal-type bacteria. Microscopic examination revealed that granules microecosystem was more stable and should be less vulnerable to the changes of mixed liquor condition.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 356-360)

Pages:

1630-1636

Citation:

Online since:

October 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Kuba T, van Loosdrecht M C M, Heijnen J J: Wat. Res. Vol. 30 (1996), p.1701

Google Scholar

[2] Tay STL, Moy BYP, Maszenan AM, Tay JH: Appl Microbiol Biotechnol Vol. 67 (2005), p.708

Google Scholar

[3] de Bruin LMM, Kreuk MK, de Roest HFR, van der Uijterlinde C, van Loosdrecht MCM: Wat. Sci Technol. Vol. 49 (2004), p.1

DOI: 10.2166/wst.2004.0790

Google Scholar

[4] C. Di Iaconi, R. Ramadori, A. Lopez, R. Passino: Environ. Sci. Technol. Vol. 39 (2005), p.889

Google Scholar

[5] G. Pastorelli, R. Canziani, L. Pedrazzi, et al: Wat. Sci. Technol. Vol. 40 (1999), p.169

Google Scholar

[6] Y.Q. Liu, B. Moy, Y.H. Kong, J.H. Tay: Enz. and Micro. Technol. Vol. 46 (2010), p.520

Google Scholar

[7] Morgenroth E, Sherden T, van Loosdrecht M C M., et al: Wat. Res. Vol. 31 (1997), p.3191

Google Scholar

[8] Liu YQ, Tay JH, Ivanov V, Moy BYP, Liu Y, Tay STL: Process Biochem Vol. 40 (2005), p.3285

Google Scholar

[9] G.J.F. Smolders, J. Klop, M.C.M. van Loosdrecht, J.J. Heijnen: Biotechnol. Bioeng. Vol. 48 (1995), p.222

Google Scholar

[10] APHA. Standard methods for the Examination of Water and Wastewater. 19th ed. (American Public Health Association, Washington DC 2005)

Google Scholar

[11] Beun JJ, Hendriks A, Van Loosdrecht MCM, Morgenroth E, Wilderer PA, Heijnen JJ: Wat Res Vol. 33 (1999), p.2283

DOI: 10.1016/s0043-1354(98)00463-1

Google Scholar

[12] Q. Wang, G.C. Du, J. Chen: Process Biochemistry Vol. 39 (2004), p.557

Google Scholar