Cultivation of aerobic granular sludge in a conventional, continuous flow, completely mixed activated sludge system

Xi CHEN, Linjiang YUAN, Wenjuan LU, Yuyou LI, Pei LIU, Kun NIE

PDF(1808 KB)
PDF(1808 KB)
Front. Environ. Sci. Eng. ›› 2015, Vol. 9 ›› Issue (2) : 324-333. DOI: 10.1007/s11783-014-0627-3
RESEARCH ARTICLE

Cultivation of aerobic granular sludge in a conventional, continuous flow, completely mixed activated sludge system

Author information +
History +

Abstract

Aerobic granules were formed in a conventional, continuous flow, completely mixed activated sludge system (CMAS). The reactor was inoculated with seed sludge containing few filaments and fed with synthetic municipal wastewater. The settling time of the sludge and the average dissolved oxygen (DO) of the reactor were 2 h and 4.2 mg·L-1, respectively. The reactor was agitated by a stirrer, with a speed of 250 r·min-1, to ensure good mixing.The granular sludge had good settleability, and the sludge volume index (SVI) was between 50 and 90 mL·g-1. The laser particle analyzer showed the diameter of the granules to be between 0.18 and 1.25 mm. A scanning electron microscope (SEM) investigation revealed the predominance of sphere-like and rod-like bacteria, and only few filaments grew in the granules. The microbial community structure of the granules was also analyzed by polymerase chain reaction-denaturing gradient gel electrophoresis (PCR-DGGE). Sequencing analysis indicated the dominant species were α, β, and γ-Proteobacteria, Bacteroidetes, and Firmicutes. The data from the study suggested that aerobic granules could form, if provided with sufficient number of filaments and high shear force. It was also observed that a high height-to-diameter ratio of the reactor and short settling time were not essential for the formation of aerobic granular sludge.

Keywords

aerobic granular sludge / completely mixed activated sludge system (CMAS) / continuous flow / shear force / filamentous bacteria / polymerase chain reaction-denaturing gradient gel electrophoresis (PCR-DGGE)

Cite this article

Download citation ▾
Xi CHEN, Linjiang YUAN, Wenjuan LU, Yuyou LI, Pei LIU, Kun NIE. Cultivation of aerobic granular sludge in a conventional, continuous flow, completely mixed activated sludge system. Front. Environ. Sci. Eng., 2015, 9(2): 324‒333 https://doi.org/10.1007/s11783-014-0627-3

References

[1]
Mishima K, Nakamura M. Self-immobilization of aerobic activated sludge – a pilot study of the aerobic upflow sludge blanket process in municipal sewage treatment. Water Science and Technology: a Journal of the International Association on Water Pollution Research, 1991, 23(4–6): 981–990
[2]
Gao D W, Liu L, Liang H, Wu W M. Aerobic granular sludge: characterization, mechanism of granulation and application to wastewater treatment. Critical Reviews in Biotechnology, 2011, 31(2): 137–152
CrossRef Pubmed Google scholar
[3]
Dangcong Peng, Bernet N, Delgenes J P, Moletta R. Aerobic granular sludge – a case report. Water Research, 1999, 33(3): 890–893
CrossRef Google scholar
[4]
Tay J H, Liu Q S, Liu Y. Microscopic observation of aerobic granulation in sequential aerobic sludge blanket reactor. Journal of Applied Microbiology, 2001, 91(1): 168–175
CrossRef Pubmed Google scholar
[5]
Lee D J, Chen Y Y, Show K Y, Whiteley C G, Tay J H. Advances in aerobic granule formation and granule stability in the course of storage and reactor operation. Biotechnology Advances, 2010, 28(6): 919–934
CrossRef Pubmed Google scholar
[6]
Zhu L, Yu Y W, Dai X, Xu X Y, Qi H Y. Optimization of selective sludge discharge mode for enhancing the stability of aerobic granular sludge process. Chemical Engineering Journal, 2013, 217: 442–446
CrossRef Google scholar
[7]
Li A J, Li X Y, Yu H Q G. ranular activated carbon for aerobic sludge granulation in a bioreactor with a low-strength wastewater influent. Separation and Purification Technology, 2011, 80(2): 276–283
CrossRef Google scholar
[8]
Chen Y, Jiang W J, Liang D T, Tay J H. Aerobic granulation under the combined hydraulic and loading selection pressures. Bioresource Technology, 2008, 99(16): 7444–7449
CrossRef Pubmed Google scholar
[9]
McSwain B S, Irvine R L, Wilderer P A. The influence of settling time on the formation of aerobic granules. Water Science and Technology: a Journal of the International Association on Water Pollution Research, 2004, 50(10): 195–202
Pubmed
[10]
Bin Z, Zhe C, Zhigang Q, Min J, Zhiqiang C, Zhaoli C, Junwen L, Xuan W, Jingfeng W. Dynamic and distribution of ammonia-oxidizing bacteria communities during sludge granulation in an anaerobic-aerobic sequencing batch reactor. Water Research, 2011, 45(18): 6207–6216
CrossRef Pubmed Google scholar
[11]
APHA. Standard Methods for Examination of Water and Wastewater. 20th ed. Washington, D C, USA: American Public Health Association, 1998
[12]
Rushton J H, Richards P A. Unit Operations and Processes in Environmental Engineering. 2nd ed. Boston, USA: PWA, 1996
[13]
McCabe W L, Smith J C, Harriott P. Unit Operations of Chemical Engineering. 5th ed. New York, USA: McGraw-Hill, 1993
[14]
Sánchez Pérez J A, Rodríguez Porcel E M, Casas López J L, Fernández Sevilla J M, Chisti Y. Shear rate in stirred tank and bubble column bioreactors. Chemical Engineering Journal, 2006, 124(1–3): 1–5
CrossRef Google scholar
[15]
Muyzer G, de Waal E C, Uitterlinden A G. Profiling of complex microbial populations by denaturing gradient gel electrophoresis analysis of polymerase chain reaction-amplified genes coding for 16S rRNA. Applied and Environmental Microbiology, 1993, 59(3): 695–700
Pubmed
[16]
Othman I, Anuar A N, Ujang Z, Rosman N H, Harun H, Chelliapan S. Livestock wastewater treatment using aerobic granular sludge. Bioresource Technology, 2013, 133: 630–634
CrossRef Pubmed Google scholar
[17]
Abdullah N, Yuzir A, Curtis T P, Yahya A, Ujang Z. Characterization of aerobic granular sludge treating high strength agro-based wastewater at different volumetric loadings. Bioresource Technology, 2013, 127: 181–187
CrossRef Pubmed Google scholar
[18]
Rosman N H, Nor Anuar A, Othman I, Harun H, Sulong Abdul Razak M Z, Elias S H, Mat Hassan M A, Chelliapan S, Ujang Z. Cultivation of aerobic granular sludge for rubber wastewater treatment. Bioresource Technology, 2013, 129: 620–623
CrossRef Pubmed Google scholar
[19]
Liu Y, Tay J H. The essential role of hydrodynamic shear force in the formation of biofilm and granular sludge. Water Research, 2002, 36(7): 1653–1665
CrossRef Pubmed Google scholar
[20]
Qin L, Liu Y, Tay J H. Effect of settling time on aerobic granulation in sequencing batch reactor. Biochemical Engineering Journal, 2004, 21(1): 47–52
CrossRef Google scholar
[21]
Beun J J, van Loosdrecht M C M, Heijnen J J. Aerobic granulation in a sequencing batch airlift reactor. Water Research, 2002, 36(3): 702–712
CrossRef Pubmed Google scholar
[22]
Wu J, Zhou H M, Li H Z, Zhang P C, Jiang J. Impacts of hydrodynamic shear force on nucleation of flocculent sludge in anaerobic reactor. Water Research, 2009, 43(12): 3029–3036
CrossRef Pubmed Google scholar
[23]
Puigagut J, Salvadó H, Tarrats X, García J. Effects of particulate and soluble substrates on microfauna populations and treatment efficiency in activated sludge systems. Water Research, 2007, 41(14): 3168–3176
CrossRef Pubmed Google scholar
[24]
Molina-Muñoz M, Poyatos J M, Sánchez-Peinado M, Hontoria E, González-López J, Rodelas B. Microbial community structure and dynamics in a pilot-scale submerged membrane bioreactor aerobically treating domestic wastewater under real operation conditions. The Science of the Total Environment, 2009, 407(13): 3994–4003
CrossRef Pubmed Google scholar
[25]
Xia S Q, Li J X, Wang R C, Li J Y, Zhang Z Q. Tracking composition and dynamics of nitrification and denitrification microbial community in a biofilm reactor by PCR-DGGE and combining FISH with flow cytometry. Biochemical Engineering Journal, 2010, 49(3): 370–378
CrossRef Google scholar
[26]
Guo F, Zhang S H, Yu X, Wei B. Variations of both bacterial community and extracellular polymers: the inducements of increase of cell hydrophobicity from biofloc to aerobic granule sludge. Bioresource Technology, 2011, 102(11): 6421–6428
CrossRef Pubmed Google scholar
[27]
Militon C, Boucher D, Vachelard C, Perchet G, Barra V, Troquet J, Peyretaillade E, Peyret P. Bacterial community changes during bioremediation of aliphatic hydrocarbon-contaminated soil. FEMS Microbiology Ecology, 2010, 74(3): 669–681
CrossRef Pubmed Google scholar
[28]
Brakstad O G, Lødeng A G G. Microbial diversity during biodegradation of crude oil in seawater from the north sea. Microbial Ecology, 2005, 49(1): 94–103
CrossRef Pubmed Google scholar
[29]
de Sanctis M, Di Iaconi C, Lopez A, Rossetti S. Granular biomass structure and population dynamics in sequencing batch biofilter granular reactor (SBBGR). Bioresource Technology, 2010, 101(7): 2152–2158
CrossRef Pubmed Google scholar
[30]
Song Z W, Pan Y J, Zhang K, Ren N Q, Wang A J. Effect of seed sludge on characteristics and microbial community of aerobic granular sludge. Journal of Environmental Sciences-China, 2010, 22(9): 1312–1318
CrossRef Pubmed Google scholar

Acknowledgements

This research was supported by the National Natural Science Foundation of China (Grant No. 50878180).

RIGHTS & PERMISSIONS

2014 Higher Education Press and Springer-Verlag Berlin Heidelberg
AI Summary AI Mindmap
PDF(1808 KB)

Accesses

Citations

Detail

Sections
Recommended

/