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  5. Conditioning of aluminium-based water treatment sludge with Fenton’s reagent : effectiveness and optimising study to improve dewaterability
 
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Conditioning of aluminium-based water treatment sludge with Fenton’s reagent : effectiveness and optimising study to improve dewaterability

Author(s)
Tony, Maha A.  
Zhao, Y.Q.  
Fu, J.F.  
Tayeb, Aghareed M.  
Uri
http://hdl.handle.net/10197/3140
Date Issued
2008-06
Date Available
2011-08-31T15:58:50Z
Abstract
Alternative conditioning of aluminium-based drinking water treatment sludge using Fenton reagent (Fe2+/H2O2) was examined in this study. Focuses were placed on effectiveness and factors to affect such novel application of Fenton process. Experiments have demonstrated that considerable improvement of alum sludge dewaterability evaluated by capillary suction time (CST) can be obtained at the relative low concentrations of Fenton reagent. A Box-Behnken experimental design based on the response surface methodology was applied to evaluate the optimum of the influencing variables, i.e. iron concentration, hydrogen peroxide concentration and pH. The optimal values for Fe2+, H2O2, and pH are 21 mg g-1 DS-1(dry solids), 105 mg g-1 DS-1 and 6, respectively, at which the CST reduction efficiency of 48±3 % can be achieved, this agreed with that predicted by an established polynomial model in this study.
Sponsorship
Not applicable
Type of Material
Journal Article
Publisher
Elsevier
Journal
Chemosphere
Volume
72
Issue
4
Start Page
673
End Page
677
Copyright (Published Version)
2008 Elsevier B.V.
Subjects

Fenton reaction

Aluminium-based water...

Conditioning

Optimization

Response surface meth...

Box-Behnken design

Subject – LCSH
Fenton's reagent
Water treatment plant residuals
Sewage sludge--Conditioning
Response surfaces (Statistics)
DOI
10.1016/j.chemosphere.2008.03.032
Web versions
http://dx.doi.org/10.1016/j.chemosphere.2008.03.032
Language
English
Status of Item
Peer reviewed
ISSN
0045-6535
This item is made available under a Creative Commons License
https://creativecommons.org/licenses/by-nc-sa/1.0/
File(s)
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38-Rsm_maha-UCD-Final.pdf

Size

411.54 KB

Format

Adobe PDF

Checksum (MD5)

ea471ecdccf4cce3676ac8116f39b35f

Owning collection
Civil Engineering Research Collection
Mapped collections
Centre for Water Resources Research Collection•
Critical Infrastructure Group Research Collection•
Urban Institute Ireland Research Collection

Item descriptive metadata is released under a CC-0 (public domain) license: https://creativecommons.org/public-domain/cc0/.
All other content is subject to copyright.

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