Filter backwash water recycling using crossflow microfiltration

Vigneswaran, S; Boonthanon, S; Prasanthi, H

Filter backwash water recycling using crossflow microfiltration

Vigneswaran, S

Boonthanon, S Prasanthi, H

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Publication Type:: Journal Article
Citation:: Desalination, 1996, 106 (1-3), pp. 31 - 38
Issue Date:: 1996-01-01

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Field	Value	Language
dc.contributor.author	Vigneswaran, S https://orcid.org/0000-0002-8117-4322	en_US
dc.contributor.author	Boonthanon, S	en_US
dc.contributor.author	Prasanthi, H	en_US
dc.date.issued	1996-01-01	en_US
dc.identifier.citation	Desalination, 1996, 106 (1-3), pp. 31 - 38	en_US
dc.identifier.issn	0011-9164	en_US
dc.identifier.uri	http://hdl.handle.net/10453/9270
dc.description.abstract	Experiments were carried out using crossflow microfiltration (CFMF) for treating filter backwash water from a water treatment plant. It was found that CFMF with backflush is technically feasible and highly efficient. The condition of the backflush frequency (Tf) of 1 min and backflush duration (Tb) of 1 s was found to be optimum. Long-term experiments showed that partially clogged membranes can also yield significant productivity and that the process is insensitive to varying influent concentration. © 1996, All rights reserved.	en_US
dc.relation.ispartof	Desalination	en_US
dc.relation.isbasedon	10.1016/S0011-9164(96)00089-6	en_US
dc.subject.classification	Chemical Engineering	en_US
dc.title	Filter backwash water recycling using crossflow microfiltration	en_US
dc.type	Journal Article
utslib.citation.volume	1-3	en_US
utslib.citation.volume	106	en_US
utslib.for	090409 Wastewater Treatment Processes	en_US
utslib.for	03 Chemical Sciences	en_US
utslib.for	09 Engineering	en_US
dc.location.activity	Reykjavik, Iceland
pubs.embargo.period	Not known	en_US
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.issue	1-3	en_US
pubs.publication-status	Published	en_US
pubs.volume	106	en_US

Abstract:

Experiments were carried out using crossflow microfiltration (CFMF) for treating filter backwash water from a water treatment plant. It was found that CFMF with backflush is technically feasible and highly efficient. The condition of the backflush frequency (Tf) of 1 min and backflush duration (Tb) of 1 s was found to be optimum. Long-term experiments showed that partially clogged membranes can also yield significant productivity and that the process is insensitive to varying influent concentration. © 1996, All rights reserved.

Please use this identifier to cite or link to this item:

http://hdl.handle.net/10453/9270