Combining submerged membrane technology with anaerobic and ...
Combining submerged membrane technology with anaerobic and ...
Combining submerged membrane technology with anaerobic and ...
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Chapter 3identical to that of the cBPC concentration. A certain trend between cBPC concentration<strong>and</strong> permeability, especially at a constant OLR, was observed. Therefore, organic carbonis suggested as an indicator of <strong>membrane</strong> fouling. To obtain the most appropriate tertiary filtration system, future investigationsshould focus on more specific aspects to identify accurately the differences between thesystems <strong>and</strong> to determine the impact of suspended solids in the fed solution.3.6. ReferencesAhmed, Z., Cho, J., Lim, B.R., Song, K.G., Ahn, K.H. 2007. Effects of sludge retention time on<strong>membrane</strong> fouling <strong>and</strong> microbial community structure in a <strong>membrane</strong> bioreactor. Journal ofMembrane Science 287, 211-218.APHA-AWWA-WPCF. 1998. St<strong>and</strong>ard Methods for the Examination of Water <strong>and</strong> Wastewater, 20 thed., American Public Health Association, Washington, USA.Arrojo, B., Mosquera-Corral, A., Garrido, J.M., Méndez, R. 2004. Aerobic granulation <strong>with</strong> industrialwastewater in sequencing batch reactors. Water Research 38, 3389-3399.Artiga, P., García-Torrielo, G., Garrido, J.M., Méndez, R. 2006. Membrane bioreactor: An advanced<strong>technology</strong> for the treatment <strong>and</strong> reuse of waste waters. Tecnología del agua 26, 54-60.Bai, R., Leow, H.F. 2002. Microfiltration of activated sludge wastewater - the effect of systemoperation parameters. Separation <strong>and</strong> Purification Technology 29, 189-198.Belfort, G., Davis, R.H. 1994. The behavior of suspensions <strong>and</strong> macromolecular solutions incrossflow microfiltration. Journal of Membrane Science 96, 1-58.Beun, J.J., Hendriks, A., van Loosdrecht, M.C.M., Morgenroth, E., Wilderer, P.A., Heijnen, J.J.1999. Aerobic granulation in a sequencing batch reactor. Water Research 33, 2283-2290.Chang, I.-S., Lee, C.-H. 1998. Membrane filtration characteristics in <strong>membrane</strong>-coupled activatedsludge system -- the effect of physiological states of activated sludge on <strong>membrane</strong> fouling.Desalination 120, 221-233Chu, H.P., Li, X.Y. 2005. Membrane fouling in a <strong>membrane</strong> bioreactor (MBR): sludge cakeformation <strong>and</strong> fouling characteristics. Bio<strong>technology</strong> Bioenengineering 90, 323–331.Cicek, N., Franco, J.P., Suidan, M.T., Urbain, V., Manem J. 1999. Characterization <strong>and</strong> comparisonof a <strong>membrane</strong> bioreactor <strong>and</strong> a conventional activated-sludge system in the treatment ofwastewater containing high-molecular weight compounds. Water Environmental Research 71,64–70.Citulsky, J.A., Farahbakhsh, K., Kent, F.C. 2009. Effect of total suspended solids loading on shorttermfouling in the treatment of secondary effluent by an immersed ultrafiltration pilot system.Water Environmental Research 81(12), 2427-2436.Côté, P., Masini, M., Mourato, D. 2004. Comparison of <strong>membrane</strong> options for water reuse <strong>and</strong>reclamation. Desalination 167, 1–11.106
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