Combined TiO2 membrane filtration and ozonation for efficient water treatment to enhance the reuse of wastewater

Hu, Yaoxin, Milne, Nicholas, Gray, Stephen, Morris, Gayle, Jin, Wanqin, Duke, Mikel and Zhu, Bo 2011, Combined TiO2 membrane filtration and ozonation for efficient water treatment to enhance the reuse of wastewater, Desalination and water treatment, vol. 34, no. 1-3, pp. 57-62, doi: 10.5004/dwt.2011.2867.

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Title Combined TiO2 membrane filtration and ozonation for efficient water treatment to enhance the reuse of wastewater
Author(s) Hu, Yaoxin
Milne, NicholasORCID iD for Milne, Nicholas orcid.org/0000-0002-3047-080X
Gray, Stephen
Morris, Gayle
Jin, Wanqin
Duke, Mikel
Zhu, Bo
Journal name Desalination and water treatment
Volume number 34
Issue number 1-3
Start page 57
End page 62
Total pages 7
Publisher Taylor & Francis
Place of publication Abingdon, Eng.
Publication date 2011
ISSN 1944-3994
1944-3986
Keyword(s) Science & Technology
Technology
Physical Sciences
Engineering, Chemical
Water Resources
Engineering
Ceramic membrane
Titania
Membrane filtration
Ozonation
Advanced oxidation processes
Membrane fouling
Wastewater reuse
CERAMIC MEMBRANES
PRE-OZONATION
PERMEATE FLUX
OZONE
ULTRAFILTRATION
MECHANISM
EFFLUENT
SYSTEM
Summary A mesoporous titania (TiO2) membrane on an alumina support was successfully fabricated via the sol–gel processing method. The effects of combined ozonation and TiO2 membrane filtration on the permeate flux and permeate quality were investigated. Ozone injection into the feed water during the filtration resulted in an increase in the permeate flux within the first 0.5 h. Ozonation decreased the fouling on the membrane surface. However, at the end of 2 h filtration, ozonation did not significantly impact on the permeate flux. It is likely that there would be minimal ozone residual remaining in the feed after 2 h filtration, which is why fouling was evident after this time, probably in the form of an organic film on the membrane surface reducing the flux. Under the hybrid ozonation-membrane filtration system, the removal of colour, A254 (UV absorbance measured at a wavelength of 254 nm) and total organic carbon (TOC) was found to be 88.5%, 75.4% and 48.7%, respectively. Membrane filtration or ozonation alone did not achieve the degree of reduction obtained with hybrid ozonation-membrane filtration. Increasing the ozonation time from 2 min to 10 min gave no consistent trend in the percent removal of the colour and UV-254 absorbing compounds. Even at low ozonation time, there was a significant decrease in the UV-254 and colour. However, increasing the ozonation time beyond a threshold value (2 min) had a negative effect on reduction of TOC. Ozonation of organic matter is known to result in a decrease in the molecular weight of the organic matter, which would then result in these compounds passing through the membranes giving arise this effect. © 2011 Taylor & Francis Group, LLC.
Language eng
DOI 10.5004/dwt.2011.2867
Indigenous content off
Field of Research 0904 Chemical Engineering
0905 Civil Engineering
0907 Environmental Engineering
HERDC Research category C1.1 Refereed article in a scholarly journal
Copyright notice ©2011, Desalination Publications
Persistent URL http://hdl.handle.net/10536/DRO/DU:30124890

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