The MIEX® (Magnetic Ion Exchange) process, which employs an anion exchange resin for removal of dissolved organic carbon (DOC), was introduced at the Wanneroo Groundwater Treatment Plant in Western Australia in 2001. In this pilot-scale study we examined a range of operational parameters for optimisation of biofiltration of MIEX®-clarified water. Granular Activated Carbon (GAC) outperformed anthracite as a filter medium. Increasing the empty bed contact time (EBCT) from 8 to 16 minutes improved performance. The GAC biofilters removed up to 20% of DOC and up to 25% of Biodegradable Dissolved Organic Carbon (BDOC), once they had stabilised in biological mode. Chlorine demand was reduced by 51 to 55% and trihalomethane formation potential (THMFP) was reduced by 35 to 50% in GAC biofilter effluent waters at 16 minutes EBCT when compared with their MIEX®-treated influent water. GAC biofilters developed more biomass on the surface than anthracite biofilters and this was associated with the greatest BDOC and DOC removals. Interestingly, neither biofilters developed populations of protozoans. Use of chlorinated influent water severely restricted biomass development in all biofilters at their surface. Biofilter treatment of chlorinated influent water resulted in the poorest removal of Assimilable Organic Carbon (AOC). Biofiltration improved the water quality of MIEX®-clarified waters.
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June 2007
This article was originally published in
Journal of Water Supply: Research and Technology-Aqua
Article Contents
Research Article|
June 01 2007
Pilot scale testing of biofilter post-treatment of MIEX® treated water
L. R. Zappia;
L. R. Zappia
1CSIRO Land and Water, Underwood Ave, Floreat WA, 6014, Australia
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B. Warton;
B. Warton
2Curtin Water Quality Research Centre, Department of Applied Chemistry, Curtin University of Technology, GPO Box U1987, Perth WA 6845, Australia
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M. Alessandrino;
M. Alessandrino
2Curtin Water Quality Research Centre, Department of Applied Chemistry, Curtin University of Technology, GPO Box U1987, Perth WA 6845, Australia
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D. Scott;
D. Scott
3Water Corporation of Western Australia, 629 Newcastle St,. Leederville WA 6029, Australia
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J. T. Wylie;
J. T. Wylie
1CSIRO Land and Water, Underwood Ave, Floreat WA, 6014, Australia
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A. Heitz;
A. Heitz
2Curtin Water Quality Research Centre, Department of Applied Chemistry, Curtin University of Technology, GPO Box U1987, Perth WA 6845, Australia
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B. Hiller;
B. Hiller
3Water Corporation of Western Australia, 629 Newcastle St,. Leederville WA 6029, Australia
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D. Masters;
D. Masters
3Water Corporation of Western Australia, 629 Newcastle St,. Leederville WA 6029, Australia
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P. Nolan;
P. Nolan
3Water Corporation of Western Australia, 629 Newcastle St,. Leederville WA 6029, Australia
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P. Thiel;
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P. Thiel
4Research Laboratory Services Pty Ltd., PO Box 50, Eltham 3095, Victoria, Australia
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R. I. Kagi;
R. I. Kagi
2Curtin Water Quality Research Centre, Department of Applied Chemistry, Curtin University of Technology, GPO Box U1987, Perth WA 6845, Australia
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C. A. Joll;
C. A. Joll
2Curtin Water Quality Research Centre, Department of Applied Chemistry, Curtin University of Technology, GPO Box U1987, Perth WA 6845, Australia
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P. D. Franzmann
1CSIRO Land and Water, Underwood Ave, Floreat WA, 6014, Australia
Tel.: +61-8-93336306 Fax: +61-8-93336430; E-mail: [email protected]
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Journal of Water Supply: Research and Technology-Aqua (2007) 56 (4): 217–232.
Article history
Received:
June 26 2006
Accepted:
December 25 2006
Citation
L. R. Zappia, B. Warton, M. Alessandrino, D. Scott, J. T. Wylie, A. Heitz, B. Hiller, D. Masters, P. Nolan, P. Thiel, R. I. Kagi, C. A. Joll, P. D. Franzmann; Pilot scale testing of biofilter post-treatment of MIEX® treated water. Journal of Water Supply: Research and Technology-Aqua 1 June 2007; 56 (4): 217–232. doi: https://doi.org/10.2166/aqua.2007.004
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