Basic Studies on the Dual-Polymer Flocculation of Iron Hydroxide
					
	
		©2017
		Textbook
		
			
				42 Pages
			
		
	
				
				
					
						
					
				
				
				
				
			Summary
			
				The efficiency of synthetic flocculants in flocculation processes has been identified by several authors over the years, and this makes it applicable in the industry. Nowadays, studies are focused on the combination of polymers for optimal performance. In this study, the physicochemical conditioning of iron hydroxide suspension (obtained sludge from the lignite mined sites in the Lusatia region of Germany) was investigated with flocculants of different properties as single polymer conditioning (C492 and A130) and as dual-polymer conditioning (C492+N300, A130+N300 and C492+A130) using Jar test. C492 is a cationic flocculant, A130 is an anionic flocculant, and N300 is a non-ionic flocculant. Turbidity of the supernatant and the sludge volume index were the assessing parameters considered under dosage range of 0.4, 0.8, 1.2, 2.0, 2.8 and 3.6 mg/gTS. The obtained optimization results were compared to the actual separation with respect to specific filtration resistance from pressure filtration. The obtained results show some interesting differences which are discussed in this book.
			
		
	Excerpt
Table Of Contents
Adesipo, Adegbite Adeleke: Basic Studies on the Dual-Polymer Flocculation of Iron 
Hydroxide, Hamburg, Anchor Academic Publishing 2017 
Buch-ISBN: 978-3-96067-199-2 
PDF-eBook-ISBN: 978-3-96067-699-7 
Druck/Herstellung: Anchor Academic Publishing, Hamburg, 2017 
Bibliografische Information der Deutschen Nationalbibliothek: 
Die Deutsche Nationalbibliothek verzeichnet diese Publikation in der Deutschen 
Nationalbibliografie; detaillierte bibliografische Daten sind im Internet über  
http://dnb.d-nb.de abrufbar. 
Bibliographical Information of the German National Library: 
The German National Library lists this publication in the German National Bibliography. 
Detailed bibliographic data can be found at: http://dnb.d-nb.de 
All rights reserved. This publication may not be reproduced, stored in a retrieval system 
or transmitted, in any form or by any means, electronic, mechanical, photocopying, 
recording or otherwise, without the prior permission of the publishers. 
Das Werk einschließlich aller seiner Teile ist urheberrechtlich geschützt. Jede Verwertung 
außerhalb der Grenzen des Urheberrechtsgesetzes ist ohne Zustimmung des Verlages 
unzulässig und strafbar. Dies gilt insbesondere für Vervielfältigungen, Übersetzungen, 
Mikroverfilmungen und die Einspeicherung und Bearbeitung in elektronischen Systemen. 
Die Wiedergabe von Gebrauchsnamen, Handelsnamen, Warenbezeichnungen usw. in 
diesem Werk berechtigt auch ohne besondere Kennzeichnung nicht zu der Annahme, 
dass solche Namen im Sinne der Warenzeichen- und Markenschutz-Gesetzgebung als frei 
zu betrachten wären und daher von jedermann benutzt werden dürften. 
Die Informationen in diesem Werk wurden mit Sorgfalt erarbeitet. Dennoch können 
Fehler nicht vollständig ausgeschlossen werden und die Diplomica Verlag GmbH, die 
Autoren oder Übersetzer übernehmen keine juristische Verantwortung oder irgendeine 
Haftung für evtl. verbliebene fehlerhafte Angaben und deren Folgen. 
Alle Rechte vorbehalten 
© Anchor Academic Publishing, Imprint der Diplomica Verlag GmbH 
Hermannstal 119k, 22119 Hamburg 
http://www.diplomica-verlag.de, Hamburg 2017 
Printed in Germany 
i 
Abstract 
The  efficiency  of  synthetic  flocculants  in  flocculation  process  has  been  identified  by 
several authors over the years, and this makes it applicable in the industry. Nowadays, 
studies are now focused on the  combination of polymers for optimal performances. In 
this  study,  the  physicochemical  conditioning  of  ferric  hydroxide  suspension  (obtained 
sludge from the lignite mined sites in the Lusatia region of Germany) was investigated 
with  polymers  of  different  properties  as  single  polymer  conditioning  (C492  and  A130) 
and as dual-polymer conditioning (C492+N300, A130+N300 and C492+A130) using Jar 
test. C492 is a cationic flocculants, A130 is an anionic flocculants, and N300 is a non-
ionic flocculants. Turbidity of the supernatant and the sludge volume index (SVI) were 
the  considered  assessing  parameters  under  a  dosage  range  of  0.4,  0.8,  1.2,  2.0,  2.8 
and  3.6  mg/gTS.    The  obtained  optimization  results  was  compared  to  the  actual 
separation with respect to specific filtration resistance from pressure filtration. The result 
shows  that  C492+N300  has  no  significant  positive  effect  compare  to  C492  for  the 
physicochemical optimization while A130+N300 produced a lower SVI but more turbid 
supernatant  compare  to  A130.  Based  on  the  obtained  values  and  observation  of  the 
types  of  flocs  formed  during  the  flocculation  processes,  it  could  be  deduced  that 
polymer  bridging  predominates  with  C492  and  N300  while  charge  neutralization 
predominates  with  A130  flocculants.  And  based  on  their  actual  separation  process, 
C492+N300  has  the  lowest  specific  filtration  resistance  during  the  actual  separation 
which indicates better filterability. And in most cases, the physicochemical optimization 
result  does  not  correlates  with  the  actual  separation  result.  However,  in  general,  the 
higher the dosage, the more compacted the flocs structure generated and the lower the 
filtration resistance. Also, worthy of note as could be evident from this study is that the 
timing  for  pressure  filtration  is  not  a  determinant  for  its  specific  filtration  resistance. 
However,  in  a  haze,  choice  of  dual-polymer  flocculation  should  be  based  on  the 
properties  of  the  flocculants,  appropriate  dosing  concentration  and  the  desired 
assessing parameters. 
Keywords:  solid-liquid  separation,  flocculation,  synthetic  flocculants,  dual-polymer, 
pressure filtration 
ii 
Table of Contents 
Abstract ... i
List of Figures ...iv
List of Tables ... v
1.
Introduction ... 1
1.1 Study Objectives ... 2
2.
Literature Review ... 4
2.1 Solid Liquid Separation ... 4
2.2 Theory of Flocculation ... 5
2.2.1 Flocculation and Energy Barrier ... 5
2.2.2 Flocculants ... 6
2.2.3 Flocculation Mechanisms ... 7
2.2.4 Factors Affecting Flocculation ... 10
2.3 Flocculation Assessment ... 10
2.4 Charge Characterization ... 10
2.5 Filtration Technique ... 11
2.5.1 Pressure Filtration ... 12
2.5.2 Specific Filtration Resistance ... 13
2.5.3 Tendency of Deviation ... 14
3.
Materials and Methods ... 15
3.1 Materials ... 15
3.2 Method ... 15
3.2.1 Charge Quantification ... 15
3.2.2 Flocculation Tests (Jar Test) ... 17
3.2.3 Pressure Filtration ... 18
iii 
4.
Result and Discussion ... 20
4.1 Physicochemical Optimization Process Results ... 20
4.1.1 Optimum Dosage for Single Polymer Conditioning ... 20
4.1.2 Optimum Dosage for Dual Polymer Conditioning ... 21
4.2 Comparison of the Physicochemical Results ... 23
4.3 Pressure Filtration Process ... 24
4.3.1 Single Polymer Filtration Result ... 24
4.3.2 Dual polymer Filtration Result ... 25
4.4 Comparison of the Specific Filtration Resistance ... 26
5.
Conclusions and Further Studies ... 28
References ... 29
Appendix ... 33
iv 
List of Figures 
Figure 1: Solid-Liquid separation process ... 4
Figure 2: A) Potential energy representation. B) The electrical charge of particles ... 6
Figure 3: The graphical representation of flocculation ... 8
Figure 4: Formation of floc ... 9
Figure 5: Curves showing the various tendency of deviation from the normal ... 14
Figure 6: Working principles of particle charge detector (Product sheet manual) ... 16
Figure 7: Set-up for Jar-Test experiment using Flocculator ... 17
Figure 8: Schematic diagram of the pressure filtration apparatus ... 19
Figure 9: Graphical representation of the physiochemical process for C492 and A130 21
Figure 10: Dual polymer flocculation for C492+N300, A130+N300 and C492+A130 ... 22
Figure 11: Specific Filtration Resistance for C492 and A130 ... 25
Figure 12: Specific Resistance value for C492+N300, A130+N300 and C492+A130 ... 25
v 
List of Tables 
Table 1: The "best" Floc Characteristics for different separation processes ... 11
Table 2: Typical dosage range for dewatering process of biosolids. ... 12
Table 3: Properties of the different flocculants employed in this study ... 15
Table 4: The physicochemical pre-treatment result ... 20
Table 5: Parameters for calculating the specific filtration resistance ... 24
Table 6: The specific filtration resistance for all the flocculants considered ... 24
Table 7: Specific filtration resistance at optimum dosage ... 26
Table 8: Correlation between SFR and assessed parameters ... 27
1 
1. 
Introduction 
As  the  world  population  increases,  demand  for  potable  water  increases,  likewise  the 
generation of waste. This reveals that sludge in general; either as a result of mining or 
as  effluent  from  the  industry,  household or other  sources  requires  proper  treatment  in 
order to attain  expected standard for water reuse and groundwater recharge. In solid-
liquid  separation  process;  its  efficiency  and  the  quality  of  the  separated  liquid 
(supernatant)  is  usually  of  interest  considering  the  involved  economic  and 
environmental  consequences.  Brostow,  et  al.,  (2009)  noted  that  of  several  separation 
processes;  gravitation,  coagulation,  flocculation,  etc.  flocculation  is  the  fastest.  In  the 
treatment  of  suspensions  and  fine  particle  systems;  it  plays  a  significant  role,  and  in 
solid-liquid  separation  process;  it  remains  indispensable  for  both  upstream  and 
downstream (Oyegbile, et al., 2015).  
Research  has  proven  that  solid-liquid  separation  can  be  improved  by  the  use  of 
synthetic  flocculants  in  flocculation  process.  It  increases  the  effective  particle  size  by 
forming larger flocs and breaks down the suspension stability followed by the release of 
the  liquid  phase.  It  is  an  efficient  and  cost-effective  strategy  and  has  become  widely 
employed  in  several  industrial  applications  (Fan,  et  al.,  2000).  This  is  because  it 
generates larger flocs which can sediment and be separated easily. Polymers used in 
flocculation  can  destabilize  these  particles  either  by  bridging,  charge  neutralization, 
depletion flocculation or electrostatic patch (Chaiwong & Nuntiya, 2008). Ebeling, et al., 
(2005) pointed out some advantages of the use of polymers over  alum, ferric chloride 
and  other  aids  that  have  been  in  use  before.  Few  of  these  includes  its  low  dosage 
requirement,  reduction  of  sludge  production,  easier  storage  and  mixing,  no  pH 
adjustment requirement, its effectiveness for smaller particles and improvement of the 
floc resistance to shear forces. 
Over the last few decades, research has been focusing on the combination of polymers 
for optimal performance. Several research works have discussed the benefits of using 
two-component flocculants as compared to single component. Britt, (1973) was one of 
the first groups of researchers to work on this topic and has been further investigated in 
2 
several other studies. Razali, et al., (2012) stated that dual flocculation provides a better 
control  of  flocculation  kinetics  than  single-flocculants  as  well  as  improved  flocs 
structure. In addition to that, research by Wu & Theo, (2009) on poly (ethylene oxide) 
and  carboxylate  phenolic  resin  confirm  that  dual  flocculants  improve  the  richness  of 
flocculation  but,  it  depends  on  the  concentration  of  the  two  components  used.  They 
noted  that  dual  component  flocculants  may  consist  of  two  polyelectrolytes,  two 
polymers,  or  polyelectrolytes  and  a  nano-colloid.  They  further  stated  that  one  of  the 
components  adsorbs  on  the  surface  of  the  particles  while  the  other  bridges  these 
polymer-coated  particles.  Use  of  dual  polymer  can  produce  a  synergetic  effect  and 
complexation for flocculation process (Fan, et al., 2000); an example is an increase in 
the  bonding  effect.    In  a  similar  work,  Yu  &  Somasundaran,  (1993)  investigated  on 
alumina  flocculation  with  polystyrene  sulfonate  and  cationic  polyacrylamide  polymers 
which  confirms  that  the  flocculation  result  obtained  from  two  polymers  premixed  was 
much lower than when the polymers were used individually. 
1.1  Study Objectives 
The general aim of this study is to compare the single and dual-polymer conditioning of 
ferric  hydroxide  suspension  with  respect  to  the  subsequent  solid-liquid  separation 
efficiency by pressure filtration. The sludge is part of the waste product obtained from 
the  lignite  mining  areas  in  the  Lusatia  region  of  Germany).  And  the  specific  study 
objectives include;  
  Physicochemical treatment of ferric hydroxide suspension using flocculants with 
different charge densities.  
  Assessment  of  the  physicochemical  optimization  process  with  respect  to  the 
turbidity of the supernatant and the sludge volume index (SVI). 
  Determination  of  optimum  flocculants  dosage  with  respect  to  the  measured 
parameters and separation efficiency. 
This will be achieved by the performance of a bench scale flocculation and dewatering 
experiments  in  order  to  obtain  the  optimum  dose.  The  experimental  tasks  involve 
charge  quantification  of  ferric hydroxide suspension using  the  particle charge detector 
(PCD), determination of the charge densities of the flocculants that were selected using 
Details
- Pages
- Type of Edition
- Erstausgabe
- Publication Year
- 2017
- ISBN (Softcover)
- 9783960671992
- ISBN (PDF)
- 9783960676997
- File size
- 7.4 MB
- Language
- English
- Publication date
- 2017 (November)
- Keywords
- Coagulation Solid-liquid separation Synthetic flocculant Pressure filtration Anionic flocculant Cationic flocculant Non-ionic flocculant Single polymer Suspension
- Product Safety
- Anchor Academic Publishing
 
					