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  5. Settling behaviour of polymer flocculated water-treatment sludge I : analyses of settling curves
 
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Settling behaviour of polymer flocculated water-treatment sludge I : analyses of settling curves

Author(s)
Zhao, Y.Q.  
Uri
http://hdl.handle.net/10197/3182
Date Issued
2004-02
Date Available
2011-09-27T13:38:29Z
Abstract
Settling behaviour of polymer conditioned water-treatment sludge was investigated in this study for the purpose of a better understanding of a so-called “CML30 method”, which was developed in previous study to evaluate the optimum polymer dosage in sludge conditioning. The “CML30 method” is on the basis of a 30 min settling test in 100 ml measuring cylinders. In this study, the series of settling tests in 100, 500 and 1000 ml measuring cylinders were respectively performed and the settling curves (interfacial height to dose and time) were the main focuses for presentation and analyses in great detail in this paper. According to the experimental data presented in this study, settling behaviour may be controlled by both the growth of large sized floc and progressively decreased viscosity. The “speed-up” phenomenon in small polymer dose range obviously enhances the settlement and plays a critical role for the settling set in a 100 ml measuring cylinder at a special dose and at the settling time interval 5-30 min. It is such special observation that leads to the success of so-called ad hoc “CML30 method”. However, sludge settling behaviour could be controlled by the formation of networked structure which is involved in excess polymer during the large range (say over 10 mg/l for the case tested) of polymer doses. The higher liquid viscosity values derived from excess polymer will increase the drag force for the resistance of the settlement. In addition, wall effects are likely to interplay with the internal networked structure in large dosed region.
Sponsorship
Not applicable
Type of Material
Journal Article
Publisher
Elsevier
Journal
Separation and Purification Technology
Volume
35
Issue
1
Start Page
71
End Page
80
Copyright (Published Version)
2004 Elsevier B.V.
Subjects

Alum sludge

Flocculation

Polymer dosage

Settlement

Viscosity

Wall effect

Subject – LCSH
Water treatment plant residuals
Flocculation
Polymers
DOI
10.1016/S1383-5866(03)00132-1
Web versions
http://dx.doi.org/10.1016/S1383-5866(03)00132-1
Language
English
Status of Item
Peer reviewed
ISSN
1383-5866
This item is made available under a Creative Commons License
https://creativecommons.org/licenses/by-nc-sa/1.0/
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65-S-curve[2].pdf

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473.06 KB

Format

Adobe PDF

Checksum (MD5)

51ea6799f38b0cc8082cccabfa584679

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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