Modeling of Dynamic Membrane Bioreactor Nitrification Denitrification Process for Treating Salt-Bearing Aquaculture Wastewater

Article Preview

Abstract:

Nitrogen removal from salt-bearing aquaculture wastewater was investigated at different chloride concentration using dynamic membrane bioreactor. Using the activated sludge model No.1 (ASMl) to simulate the DMBR by Biowin, the results showed that changing the values of KO,H, KNO and bH, the model values of NO3--N and TN was almost same to the experiment values, the deviation were about ±0.4% and ±0.4% respectively. KO,H, KNO and bH were critical factors affecting the effluent quality when the influent concentration of chloride changed. The value of KO,H and bH increased from 0.36 and 0.04 to 1.0 and 0.27 when chloride concentration improved to 750mg•L-1.However the values of KNO decreased from 0.5 to 0.1 with increasing chloride content from 0mg•L-1 to 1500mg•L-1.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

798-802

Citation:

Online since:

March 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Y. Satyawali , M. Balakrishnan, Performance enhancement with powdered activated carbon (PAC) addition in amembrane bioreactor (MBR) treating distillery effluent, J. Journal of Hazardous Materials. 170(2009) 457–465.

DOI: 10.1016/j.jhazmat.2009.04.074

Google Scholar

[2] X.H. Ren, H.K. Shon and N.J. Jang, Novel membrane bioreactor (MBR) coupled with a nonwoven fabric filter for household wastewater Treatment, J. Water Research. 44(2010) 751-760.

DOI: 10.1016/j.watres.2009.10.013

Google Scholar

[3] D.D. Yuan, Y.B. Fan and Y. Yu, Study of a membrane bioreactor with glass fiber flat grille modules and the modules optimization based on the localcritical flux theory, J. Water Research. 44 (2010) 997-1105.

DOI: 10.1016/j.watres.2009.10.015

Google Scholar

[4] Y. Kiso, Y. J. Jung, T. Ichinari, M. Park, T. Kitao, K. Nishimura and K. Min, Wastewater treatment performance of a filtration bioreactor equipped with a mesh as a filter material, J. Water Research. 34(2000) 4143-4150.

DOI: 10.1016/s0043-1354(00)00201-3

Google Scholar

[5] M. R. Alavi Moghaddam, H. Satoh and T. Mino, Effect of important operational parameters on performance of coarse pore filtration activated sludge process, J. Water Science Technology. 46(2002)229-236.

DOI: 10.2166/wst.2002.0246

Google Scholar

[6] G. T. Seo, B. H. Moon, T. S. Lee, T. J. Lim and I.S. Kim, Non-woven fabric filter separation activated sludge reactor for domestic wastewater reclamation, J. Water Science Technology. 47(2002)133-138.

DOI: 10.2166/wst.2003.0035

Google Scholar

[7] V. T. Kuberkar and R. H. Davis, Modeling of fouling reduction by secondary membranes, J. Journal Membrane Science . 168(2000)158-243.

DOI: 10.1016/s0376-7388(99)00324-5

Google Scholar

[8] A.R. Dincer and F. Kargi, Salt inhibition kinetics in nitrification of synthetic saline wastewater, J. Enzyme and Microbial Technology . 28(2001) 661–665.

DOI: 10.1016/s0141-0229(01)00312-x

Google Scholar

[9] A. R. Dincer and F Kargi, Effects of operating parameters on performances of nitrification and denitrification processes, J. Bioprocess Eng. | 23(2000) 75– 80.

DOI: 10.1007/s004499900126

Google Scholar

[10] A. R. Dincer and F Kargi, Kinetics of sequential nitrification and denitrificationprocesses, J. Enzyme & Microbial Technology. 27(2000) 37–42.

Google Scholar