Simultaneous nitrification-denitrification using baffled osmotic membrane bioreactor-microfiltration hybrid system at different oxic-anoxic conditions for wastewater treatment.
- Publisher:
- ACADEMIC PRESS LTD- ELSEVIER SCIENCE LTD
- Publication Type:
- Journal Article
- Citation:
- Journal of environmental management, 2020, 253
- Issue Date:
- 2020-01
Closed Access
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1-s2.0-S0301479719314033-main.pdf | 899.11 kB | Adobe PDF |
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Full metadata record
Field | Value | Language |
---|---|---|
dc.contributor.author | Pathak, N | |
dc.contributor.author |
Phuntsho, S https://orcid.org/0000-0002-3917-3916 |
|
dc.contributor.author | Tran, VH | |
dc.contributor.author | Johir, MAH | |
dc.contributor.author | Ghaffour, N | |
dc.contributor.author | Leiknes, T | |
dc.contributor.author | Fujioka, T | |
dc.contributor.author | Shon, HK | |
dc.date.accessioned | 2021-03-15T01:53:47Z | |
dc.date.available | 2019-10-05 | |
dc.date.available | 2021-03-15T01:53:47Z | |
dc.date.issued | 2020-01 | |
dc.identifier.citation | Journal of environmental management, 2020, 253 | |
dc.identifier.issn | 0301-4797 | |
dc.identifier.issn | 1095-8630 | |
dc.identifier.uri | http://hdl.handle.net/10453/147133 | |
dc.description.abstract | The efficacy of a baffled osmotic membrane bioreactor-microfiltration (OMBR-MF) hybrid system equipped with thin film forward osmosis membrane for wastewater treatment was evaluated at laboratory scale. The novel OMBR-MF hybrid system involved baffles, that separate oxic and anoxic zones in the aerobic reactor for simultaneous nitrification and denitrification (SND), and a bioreactor comprised of thin film composite-forward osmosis (TFC-FO) and polyether sulfone-microfiltration (PES-MF) membranes. The evaluation was conducted under four different oxic-anoxic cycle patterns. Changes in flux, salinity build-up, and microbial activity (e.g., extracellular polymeric substances (EPS) were assessed. Over the course of a 34 d test, the OMBR-MF hybrid system achieved high removal of total organic carbon (TOC) (86-92%), total nitrogen (TN) (63-76%), and PO4-P (57-63%). The oxic-anoxic cycle time of 0.5-1.5 h was identified to be the best operating condition. Incorporation of MF membrane effectively alleviated salinity build-up in the reactor, allowing stable system operation. | |
dc.format | Print-Electronic | |
dc.language | eng | |
dc.publisher | ACADEMIC PRESS LTD- ELSEVIER SCIENCE LTD | |
dc.relation.ispartof | Journal of environmental management | |
dc.relation.isbasedon | 10.1016/j.jenvman.2019.109685 | |
dc.rights | info:eu-repo/semantics/closedAccess | |
dc.subject.classification | Environmental Sciences | |
dc.subject.mesh | Bioreactors | |
dc.subject.mesh | Denitrification | |
dc.subject.mesh | Membranes, Artificial | |
dc.subject.mesh | Nitrification | |
dc.subject.mesh | Nitrogen | |
dc.subject.mesh | Osmosis | |
dc.subject.mesh | Waste Water | |
dc.subject.mesh | Water Purification | |
dc.subject.mesh | Nitrogen | |
dc.subject.mesh | Membranes, Artificial | |
dc.subject.mesh | Bioreactors | |
dc.subject.mesh | Water Purification | |
dc.subject.mesh | Osmosis | |
dc.subject.mesh | Denitrification | |
dc.subject.mesh | Nitrification | |
dc.subject.mesh | Waste Water | |
dc.subject.mesh | Bioreactors | |
dc.subject.mesh | Denitrification | |
dc.subject.mesh | Membranes, Artificial | |
dc.subject.mesh | Nitrification | |
dc.subject.mesh | Nitrogen | |
dc.subject.mesh | Osmosis | |
dc.subject.mesh | Waste Water | |
dc.subject.mesh | Water Purification | |
dc.title | Simultaneous nitrification-denitrification using baffled osmotic membrane bioreactor-microfiltration hybrid system at different oxic-anoxic conditions for wastewater treatment. | |
dc.type | Journal Article | |
utslib.citation.volume | 253 | |
utslib.location.activity | England | |
pubs.organisational-group | /University of Technology Sydney | |
pubs.organisational-group | /University of Technology Sydney/Faculty of Engineering and Information Technology | |
pubs.organisational-group | /University of Technology Sydney/Faculty of Engineering and Information Technology/School of Civil and Environmental Engineering | |
pubs.organisational-group | /University of Technology Sydney/Strength - CTWW - Centre for Technology in Water and Wastewater Treatment | |
utslib.copyright.status | closed_access | * |
pubs.consider-herdc | false | |
dc.date.updated | 2021-03-15T01:53:44Z | |
pubs.publication-status | Published | |
pubs.volume | 253 |
Abstract:
The efficacy of a baffled osmotic membrane bioreactor-microfiltration (OMBR-MF) hybrid system equipped with thin film forward osmosis membrane for wastewater treatment was evaluated at laboratory scale. The novel OMBR-MF hybrid system involved baffles, that separate oxic and anoxic zones in the aerobic reactor for simultaneous nitrification and denitrification (SND), and a bioreactor comprised of thin film composite-forward osmosis (TFC-FO) and polyether sulfone-microfiltration (PES-MF) membranes. The evaluation was conducted under four different oxic-anoxic cycle patterns. Changes in flux, salinity build-up, and microbial activity (e.g., extracellular polymeric substances (EPS) were assessed. Over the course of a 34 d test, the OMBR-MF hybrid system achieved high removal of total organic carbon (TOC) (86-92%), total nitrogen (TN) (63-76%), and PO4-P (57-63%). The oxic-anoxic cycle time of 0.5-1.5 h was identified to be the best operating condition. Incorporation of MF membrane effectively alleviated salinity build-up in the reactor, allowing stable system operation.
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