The Effects of Biomass Parameters on the Dissolved Organic Carbon Removal in a Sponge Submerged Membrane Bioreactor
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 33093
The Effects of Biomass Parameters on the Dissolved Organic Carbon Removal in a Sponge Submerged Membrane Bioreactor

Authors: M. F. R. Zuthi, H. H. Ngo, W. S. Guo, T. T. Nguyen

Abstract:

A novel sponge submerged membrane bioreactor (SSMBR) was developed to effectively remove organics and nutrients from wastewater. Sponge is introduced within the SSMBR as a medium for the attached growth of biomass. This paper evaluates the effects of new and acclimatized sponges for dissolved organic carbon (DOC) removal from wastewater at different mixed liquor suspended solids- (MLSS) concentration of the sludge. It was observed in a series of experimental studies that the acclimatized sponge performed better than the new sponge whilst the optimum DOC removal could be achieved at 10g/L of MLSS with the acclimatized sponge. Moreover, the paper analyses the relationships between the MLSSsponge/MLSSsludge and the DOC removal efficiency of SSMBR. The results showed a non-linear relationship between the biomass parameters of the sponge and the sludge, and the DOC removal efficiency of SSMBR. A second-order polynomial function could reasonably represent these relationships.

Keywords: Acclimatization, Dissolved organic carbon, Mathematical model, Sponge submerged membrane bioreactor.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1058397

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 1950

References:


[1] T. T. Nguyen, H. H. Ngo, W. S. Guo, A. Johnston, and A. Listowski, "Effects of sponge size and type on the performance of an up-flow sponge bioreactor in primary treated sewage effluent treatment," Bioresource Technology, vol. 101, pp. 1416-1420, 2010.
[2] H. ├ÿdegaard, "Advanced compact wastewater treatment based on coagulation and moving bed biofilm processes," Water Science and Technology, vol. 42, pp. 33-48, 2000.
[3] C. R. G. Tavares, C. Russo, and G. L. Anna, "Aerobic treatment of wastewater in three phases fluidised bed bioreactor: a comparison of two types of polymeric supports," Environmental Technology, vol. 15, pp. 687-693, 1994.
[4] H. H. Ngo, W. S. Guo, and W. Xing, "Evaluation of a novel spongesubmerged membrane bioreactor (SSMBR) for sustainable water reclamation," Bioresource Technology, vol. 99, pp. 2429-2435, 2008.
[5] W. S. Guo, H. H. Ngo, S. Vigneswaran, W. Xing, and P. Goteti, "A novel sponge-submerged membrane bioreactor (SSMBR) for wastewater treatment and reuse," Separation Science and Technology, vol. 43, pp. 273-285, 2008.
[6] W. S. Guo, H. H. Ngo, C. G. Palmer, W. Xing, A. Y. J. Hu, and A. Listowski, "Roles of sponge sizes and membrane types in a single stage sponge-submerged membrane bioreactor for improving nutrient removal from wastewater for reuse," Desalination, vol. 249, pp. 672-676, 2009.
[7] T. T. Nguyen, H. H. Ngo, W. S. Guo, J. Li, and A. Listowski, "Effects of sludge concentrations and different sponge configurations on the performance of a sponge-submerged membrane bioreactor," Applied Biochemistry and Biotechnology,vol. 167, pp. 1678-1687, 2012.
[8] M. Lousada-Ferreira, S. Geilvoet, A. Moreau, E. Atasoy, P. Krzeminski, A. van Nieuwenhuijzen, and J. van der Graaf, "MLSS concentration: still a poorly understood parameter in MBR filterability," Desalination, vol. 250, pp. 618-622, 2010.
[9] B. Wu, S. Yi, and A. G. Fane, "Effect of substrate composition (C/N/P ratio) on microbial community and membrane fouling tendency of biomass in membrane bioreactors," Separation Science and Technology, vol. 47, no. 3, pp. 440-445, 2012.
[10] M. Villain, B. Marrot, "Influence of sludge retention time at constant food to microorganisms ratio on membrane bioreactor performances under stable and unstable state conditions," Bioresource Technology, vol. 128, pp. 134-144, 2013.
[11] S. Hong, R. Aryal, S. Vigneswaran, M. A. H. Johir, and J. Kandasamy, "Influence of hydraulic retention time on the nature of foulant organics in a high rate membrane bioreactor," Desalination, vol. 287, pp. 116- 122, 2012.
[12] F. Delrue, A. E. Stricker, M. Mietton-Peuchot, and Y. Racault, "Relationships between mixed liquor properties, operating conditions and fouling on two full-scale MBR plants," Desalination, vol. 272, pp. 9-19, 2011.
[13] N. Ren, Z. Chen, A. Wang, and D. Hu, "Removal of organic pollutants and analysis of MLSS-COD removal relationship at different HRTs in a submerged membrane bioreactor," International Biodeterioration and Biodegradation, vol. 55, 279-284, 2005.
[14] W. Lee, S. Kang, and H. Shin, "Sludge characteristics and their contribution to microfiltration in submerged membrane bioreactors," Journal of Membrane Science, vol. 216, pp. 217-227, 2003.
[15] APHA., AWWA., WEF., "Standard Methods for the examination of Water and Wastewater," 20th edition, American Public Health Association, 1998.