Ecological Engineering: Performance of Conventional Starches As Natural Coagulants For Turbidity Removal
Ecological Engineering: Performance of Conventional Starches As Natural Coagulants For Turbidity Removal
Ecological Engineering: Performance of Conventional Starches As Natural Coagulants For Turbidity Removal
Ecological Engineering
journal homepage: www.elsevier.com/locate/ecoleng
artic l e i nf o abstract
Article history: The efficiency of rice, wheat, corn and potato starches in removing turbidity was performed and compared
Received 5 July 2015 to alum and polyaluminium chloride. Using kaolin suspensions, the effects of pH, dosage and need for
Received in revised form 25 May 2016 starch gelatinization was studied. Autoclaved rice starch with larger polymer chain length outperformed
Accepted 28 May 2016
other starches to yield 50% turbidity removal with an optimized dosage of 120 mg/L and initial pH of 4 at
a sedimentation time of 30 min. The integrated use of autoclaved rice starch and chemical coagulants as
Keywords:
a two step coagulation process has further increased the efficiency of turbidity removal by at least 30%.
Coagulation-flocculation
This process has also reduced the amount of chemical-based sludge by 60% which was highly favourable.
Alum
PACl
SEM images of starch treated flocs revealed distinct bridging of kaolin particles in-line with properties of
Natural coagulant respective coagulation mechanisms specifically adsorption and bridging. This study further conduces to
Starch the understanding of starches as coagulants and puts forward a basis for the characterization of resulting
Floc characteristics flocs.
© 2016 Elsevier B.V. All rights reserved.
1. Introduction ring. With ongoing size increment until a steady state is reached,
gravitational sedimentation of these macroflocs can be enhanced.
Coagulation-flocculation which can be achieved with the addi- The application of chemical coagulants specifically inorganic
tion of coagulants; both of chemical and natural-based remains as coagulants is more widespread and heavily depended on owing
one of the most efficient and simplest method adopted in water to their superiority in treating turbid water, wide availability and
treatment industries. Often characterized by its anionic nature, cost-effectiveness (Duan and Gregory, 2003). Published records on
colloidal matters which include kaolin particles would repel one the adverse impacts on human health have surfaced since the 1960s
another and remain suspended to form a stable suspension (Kim (Simate et al., 2012) with more worrying revelation on the potential
et al., 2001; Sincero and Sincero, 2002). Adsorption and charge development of Alzheimer’s disease (AD) (Flaten, 2001; Gauthier
neutralization on these particles induced by positively charged et al., 2000; McLachlan, 1995; Rondeau et al., 2000; Walton, 2013)
chemical coagulants would result in system destabilization. A sec- and senile dementia (Rondeau et al., 2001) with the use of alu-
ondary mechanism known as adsorption and bridging would then minium salts namely alum.
promote agglomeration of neighbouring particles by linking the Countries such as Malaysia classified aluminium-based sludge
microflocs formed to form macroflocs through the addition of as Scheduled Waste (SW204) wherein 2 million metric tonnes of
polymers such as starches (Caskey and Primus, 1986). The starch sludge per year was generated from a total of 462 water treatment
solution which acts as a layer of netting would entangle multiple plants (SPAN, 2010). This large amount of sludge is currently being
microflocs before binding them together over the course of stir- treated in the country’s only prescribed premise in Bukit Nanas,
Negeri Sembilan which has resulted in excessive strain to the facil-
ity and also additional expenditures up to $ 6 million per day for
sludge disposals only (SPAN, 2010). Thus, there is a need to consider
other potential alternatives to minimize the use of aluminium salts.
∗ Corresponding author at: Chemical Engineering Discipline, School of Engineer-
Natural coagulants such as starches could be the proposed solution.
ing, Monash University Malaysia, 47500 Bandar Sunway, Selangor, Malaysia.
E-mail address: ramanan@monash.edu (R.N. Ramanan).
http://dx.doi.org/10.1016/j.ecoleng.2016.05.082
0925-8574/© 2016 Elsevier B.V. All rights reserved.
S.Y. Choy et al. / Ecological Engineering 94 (2016) 352–364 353
Natural coagulants are largely non-toxic, eco-friendly and behavior and the explanation on the different coagulation activities
results in less sludge volume in some instances (Ndabigengesere observed.
et al., 1995). Research studies have proven the efficiency of Moringa
oleifera seeds in the treatment of raw surface and synthetic tur- 2. Materials and methods
bid waters. Established coagulants such as tannins have also been
used in real time applications. Besides fruit wastes (Choy et al., 2.1. Materials
2014) and other various vegetables and legumes (Choy et al., 2015),
biopolymers such as starch is also gaining increasing interests for Kaolin heavy powder (Sigma-Aldrich) was used as a model
applications as potential natural coagulants. Being one of the most suspension for the jar test studies. Four native starch samples of
abundant biopolymer after cellulose with a projected global annual rice, wheat, corn and potato purchased from Sigma-Aldrich were
production of 85 million tonnes by 2015 (ISI, 2014), starch is attrac- studied for their feasibility as natural coagulants. For comparison
tive due to its biodegradability, non-toxicity and is also one of the purposes, aluminium salts were used as chemical coagulants in this
lowest costing biopolymer. study. Aluminium sulfate hydrate (Al2(SO4)3 ·H2O) sourced from
Starch is commonly modified into various types of starch- Sigma-Aldrich and liquid polyaluminium chloride 10% supplied by
grafted polymers notably cationic, anionic and amphoteric (Yang Holy Mate Sdn. Bhd., Malaysia were then prepared as solutions of
et al., 2014). The studies performed on other starch derivatives 3% strength. The characteristics of these aluminium salts were sum-
have also been discussed in a more recent review (Oladoja, 2015). marized in Table S1. Distilled water was used to dilute hydrochloric
Such chemical modifications are achieved via graft copolymeriza- acid (Merck) and to dissolve sodium hydroxide pellets (Merck) for
tion whereby synthetic polymers such as acrylamide are combined the preparation of 1 M solutions.
with starch to enhance the overall molecular weight of poly-
mer (Willett, 2009). Although enhanced turbidity removals can 2.2. Preparation of synthetic turbid water
be achieved, negative impacts on both environmental and human
health would be of great concerns. Instead, unmodified starches Twenty grams of kaolin powder was added into 2 L of distilled
could be used as an aid in tandem with chemical coagulants to water. The solution was mixed thoroughly and allowed to stand
minimize the harmful impacts caused by these proprietary coagu- overnight for complete hydration. The top and bottom 400 mL was
lants. Besides the removal of metal cations through ultrafiltration drained away before collecting the filtered stock kaolin solution
(Baharuddin et al., 2014), the use of unmodified starches has using a strainer into a separate beaker. Model turbid synthetic
also been studied in the treatment of semiconductor wastew- water with medium initial turbidity of 165 ± 5 NTU was then pre-
ater (Mohd Omar et al., 2013) and applied as an aid to ferric pared by diluting approximately 700 mL of kaolin stock solution
chloride (Shahriari et al., 2012) with promising results that were with 3500 mL of distilled water. The turbid water was stirred con-
worth further investigations. However, research areas utilizing tinuously to prevent gravitational settling and a series of analysis
native, heat treated-starches as natural coagulants particularly in − turbidity measurement, pH and zeta potential was performed.
the removal of turbidity remained scarce with the exception on Similar model turbid water was prepared and used in all jar testing
studies conducted using palm oil mill effluent where total sus- experiments.
pended solids removal above 80% have been reported (Teh et al.,
2014a,b). The rheological properties of starches can easily be mod- 2.3. Preparation of starch solutions
ified through gelatinization; a process defined by the rupture of
starch granules under sufficient moisture and supplied heat lead- Starch solutions with 3% concentration were prepared using
ing to increased solution viscosity (Biliaderis, 2009). The release distilled water. To determine the effect of gelatinization on the
of starch fractions to the surroundings would facilitate the link- feasibility of starches as natural coagulants, non-autoclaved and
ing of colloidal particles through the bridging mechanism. As such, autoclaved starches were prepared. These solutions were prepared
autoclaved starch solutions would also present enhanced viscos- fresh when needed to avoid potential biodegradation leading to
ity which is one of the key factors leading to their potential use in inconsistent results. For non-autoclaved starches, the prepared
treating turbid water. Similar to that of the earliest known Chi- solutions were used directly in jar tests according to the desired
nese water clarifying agent, glue made from animal hides were coagulant dosage. As for autoclaved starches, the preparation was
also used in the ancient times and their efficiencies were largely similar to previously published protocol (Teh et al., 2014b).
governed by the degree of viscosity and molecular mass (Jahn,
2001). 2.4. Coagulation-flocculation experiments
Motivated by the positive results reported, this research work
aims to evaluate the performance of various conventional starches The conventional 4 jar apparatus (VELP Scientifica JLT4, Italy)
as low-cost natural coagulants and its suitability as a primary or was utilized in all the coagulation-flocculation experiments. A
coagulant aid to aluminium salts. Moreover, integrated use of starch placebo (without the addition of any coagulants) was also prepared
with alum and polyaluminium chloride (PACl) was accessed by con- at the same starting conditions of the jar test. Any pH adjustments
sidering three different modes of coagulant additions; aid, together required were performed with the addition of 1 M HCl and 1 M
and two step coagulation. The respective coagulation mecha- NaOH solutions to obtain the desired pH values within±0.1 pH
nism involved was then identified. Additionally, characterization units. The beakers filled with 500 mL of synthetic turbid water
of starches used and flocs formed was performed using various were placed on the flocculator and agitated at the pre-selected
microscopy techniques namely inverted routine microscopy and rapid mixing intensity of 100 rpm. Subsequently, varying dosages
Scanning Electron Microscopy (SEM), Fourier Transform infrared of the studied coagulants (0–600 mg/L) were added depending on
spectroscopy (FTIR) and X-Ray Diffraction (XRD). This research the respective mode of addition.
study also aimed to elucidate the importance of starch gelatiniza- Rapid mixing was then continued at an intensity of 100 rpm
tion which resulted in enhanced agglomeration of kaolin particles for 2 min followed by slow mixing at 40 rpm for 20 min
leading to water clarification. Knowledge on the physicochemical (Ndabigengesere et al., 1995). At the last 2 min of slow mixing,
properties of conventional starches would have significant contri- 5 mL of sample was collected for the measurement of zeta poten-
bution towards the understanding of the respective coagulation tial. Upon slow mixing, the beakers were removed and transferred
to a flat, safe environment for sedimentation. After 30 min, 30 mL
354 S.Y. Choy et al. / Ecological Engineering 94 (2016) 352–364
of water samples were collected at approximately 2 cm from the bidimeter, HACH, USA). The efficiency of coagulants was calculated
bottom of the beakers for the measurement of final turbidity. The based on Eqs. (1) and (2):
pH values after coagulation-flocculation were also determined. All
experimental and sample analysis was performed in triplicates at Initial TurbiditySample − Final TurbiditySample
Turbidity Reductions(%)
=
room temperature of 25 ±1 ◦ C unless specified otherwise. Initial TurbiditySample
The sequence at which the coagulants were added during jar test × 100% (1)
varied depending on the studied mode of addition as summarized:
Only one type of coagulant (alum/PACl/starch) was added before × 100% (2)
the start of the 2 min rapid mixing.
The initial and final turbidity of the sample corresponded to the
• Combined/Integrated coagulants turbidity values before and after treatment respectively. A turbid
sample without the addition of coagulants was also prepared and
Both the natural and chemical coagulants were utilized in a sin- was used in jar test as a placebo where the residual turbidity mea-
gle jar test routine; either added together before the 2 min of rapid sured after sedimentation was termed as the ‘Final Turbidity Placebo’
mixing or natural coagulant was dosed as an aid to chemical coag- in Eq. (2). The pH of the solutions was obtained using a calibrated pH
ulants after the 2 min of rapid mixing at the specified coagulant probe (Seven Easy pH Meter, Mettler Toledo, USA). Zeta potentials
dosages. were measured by the Laser Doppler Electrophoresis technique at
a constant temperature of 25 ◦C using a light scattering equipment
• Two step coagulation (Zetasizer Nano ZS Series, Malvern, UK). The measurements of COD
were performed using a spectrophotometer (HACH DR 2800, HACH,
Germany) upon digestion based on the Chemical-Reactor Digestion
This mode of coagulant addition required 2 series of coagula-
Method (HACH Method 8000).
tion whereby the 1st coagulation took place with the use of rice
starch alone and then followed by the 2nd coagulation with chem-
2.7. Statistical analysis
ical coagulants. The autoclaved rice starch dosage of 120 mg/L was
applied for the 1st coagulation process following the results from
The significance of means within the groups of experimental
the preliminary studies.
data was assessed using one-way analysis of variance (one-way
After 30 min of sedimentation, 300 mL of the supernatant was
ANOVA). The equal variance assumption made by ANOVA was
then carefully transferred into a new beaker while minimizing dis-
verified by performing Levene statistics test of homogeneity of vari-
ruption to the settled flocs. Another round of jar test commenced
ances. Additionally, Tukey’s honestly significant difference (HSD)
and chemical coagulants (alum or PACl) were then added accord-
was performed to determine the relationships and to distinguish
ingly into the solution with the preset dosage. The general jar test
the significantly different pairs of means based on the study param-
procedures were adhered in both the coagulation processes.
eters. The statistical analysis was performed with a significance
level of P < 0.05 using the program; IBM SPSS Statistics 23.
2.5. Characterization of coagulants and flocs generated
3. Results and discussions
The crystallinity of native starch powders were determined
using the X-Ray Diffraction (XRD) method (Bruker Heimer XRD D8, 3.1. Characterization of dry starch powder
UK) coupled with the Brag Bentano rotating beams at a step size of
0.02◦/s. Upon the preparation of non-autoclaved and autoclaved The dry starch powders were characterized according to their
starch solutions, overall changes in the starch structures were bulk densities, surface morphologies and also crystallinity. The
observed using an inverted routine microscope (Eclipse TS100, kaolin heavy powder used as a base for the preparation of synthetic
Nikon, USA). turbid water was found to be the least dense. The bulk densities
For the estimation of sludge volume, the treated synthetic tur- obtained were in increasing order of rice starch, wheat starch, corn
bid water upon jar tests was gently transferred into sedimentation starch and lastly potato starch (Fig. S1).
cones (Nalgene Imhoff Sedimentation Cones, Thermo Scientific, To establish a thorough understanding on the feasibility of using
USA). The solution was then allowed to stand for 24 h before the starches as natural coagulants in the treatment of turbid water, the
sludge volume was obtained. The wet flocs collected were sub- surface morphologies of these starches were also observed under
sequently freeze-dried for 24 h using a freeze dryer (FDU-2100, the Scanning Electron Microscope (SEM). The images obtained were
Eyela, Japan) and zip-locked prior to other analysis. The surface compared as illustrated in Fig. 1. The starch granules were distin-
morphologies of dry samples were analyzed using Scanning Elec- guishable from their particle size, granule shape and particle size
tron Microscope (SEM Hitachi S–3400 N, Japan) under an applied distribution (Jay-lin, 2003). Comparing at a magnification of 2000
voltage of 10–15 kV. Additionally, the presence of functional groups times, it was obvious that potato starch granules have the largest
in the various coagulants and flocs formed was determined using a particle size while rice starch remained the smallest. Besides that,
FTIR spectrophotometer (Nicolet iS-10, Thermo Scientific, USA). all studied starches have smooth, solid surfaces with the absence of
pores. Most starches exhibited a unimodal size distribution except
2.6. Analytical procedures for wheat starch granules which has a significant contrast in particle
size (Fig. 1b) which is also consistent with the literature (Copeland
Mass measurement was performed using a top loading balance et al., 2009). The images obtained in this present work were found
(TX 423L, Shimadzu, Japan) with sensitivities up to 3 decimal places. to be in close agreement to those reported elsewhere (Jane, 2009).
Turbidity was measured in terms of Nephelometric Turbidity Units Starch which is also a biopolymer would exhibit a certain extent
(NTU) using a calibrated turbidimeter (HACH 2100Q Portable Tur- of particle uniformity and distinct peaks would be observed if the
S.Y. Choy et al. / Ecological Engineering 94 (2016) 352–364 355
Fig. 1. SEM images of conventional starches at a magnification of 2000 times: (a) rice, (b) wheat, (c) corn and (d) potato.
1800 1800
a b
1500 1500
1200 1200
Counts
Counts
900 900
600 600
300 300
0 0
0 10 20 30 40 50 60 70 80 90 0 10 20 30 40 50 60 70 80 90
2θ Angle, degrees 2θ Angle, degrees
1800 1800
c d
1500 1500
1200 1200
Counts
Counts
900 900
600 600
300 300
0 0
0 10 20 30 40 50 60 70 80 90 0 10 20 30 40 50 60 70 80 90
2θ Angle, degrees 2θ Angle, degrees
Fig. 2. X-Ray diffraction patterns for conventional starches: (a) rice, (b) wheat, (c) corn and (d) potato.
element is crystalline. Although starches are generally not highly direct influence on its performance in water clarification, the past-
crystalline polymers, sharp crystallinity peaks were visible in all ing properties of starches are linked to the degree of crystallinity
the starches tested across the same 20 region of 10◦–30◦ (Fig. 2). which may affect the efficiency of turbidity removal.
Besides, broad peaks were also noted across the analyzed 20 region
indicating the amorphous portion of the starch structure. The per-
3.2. Sole use of starches
centage of crystallinity obtained was arranged in increasing order
of potato starch (23.9%), wheat starch (28.8%), rice starch (30.8%)
3.2.1. Effects of gelatinization of starches on turbidity removal
and followed by corn starch (31%). From the analysis, it can be
The effect of starch gelatinization on the resulting coagulation
inferred that cereal starches exhibit higher particle uniformities
activities was explored by studying the use of non-autoclaved and
as suggested by the higher percentage of crystallinity as opposed
autoclaved starch solutions at the selected pH of 4–10. A pre-
to tuber starch. While the crystallinity of starches may not have
determined coagulant dosage of 120 mg/L from preliminary studies
356 S.Y. Choy et al. / Ecological Engineering 94 (2016) 352–364
Fig. 5. Structure of starch solutions when viewed under an inverted routine microscope at a magnification of 20 times for (A) before and (B) after gelatinization of: (a) rice
starch, (b) wheat starch, (c) corn starch, (d) potato starch.
due to the disintegration of hydrogen bonds to form a more viscous of starch addition prior to start of coagulation, the final turbidity
solution (Jane, 2009). Even after the autoclave process, the liquid introduced by various amount of rice starch was measured over
densities of both solutions remained similar with small, insignifi- a fixed volume of distilled water (Table S3). Although the use of
cant changes. autoclaved starch would enhance the initial turbidity of a water
Autoclaved starch solution has an opaque, whitish− like appear- sample, its influence is minimal for the selected coagulant dosage as
ance which may also contribute to some extent of cloudiness in the observed increment was insignificant (< 5%). Autoclaved starch
the prepared synthetic turbid water. To evaluate the significance samples could thus be considered for the treatment of turbid water.
358 S.Y. Choy et al. / Ecological Engineering 94 (2016) 352–364
100.0 100.0
a b
80.0 80.0
Turbidity Removal, %
Turbidity Removal, %
60.0 60.0 Alum
20.0 20.0
0.0 0.0
0 2 4 6 8 10 10 20 30 40 50 60 70 80 90 100110 120
Coagulant Dosage, mg/L Coagulant Dosage, mg/L
Fig. 7. Effect of coagulant dosage on turbidity removal at pH 4 using aluminium salts of alum and PACl at 3% concentration: (a) dosage of 0–10 mL and (b) dosage of 10–120 mL
(rapid-mixing velocity = 100 rpm; rapid-mixing time = 2 min; slow-mixing velocity = 40 rpm; slow-mixing time = 20 min; n = 3).
Table 1
Turbidity removal achieved at pH 4 for combined use of chemical coagulant and autoclaved rice starch either as an aid or added simultaneously.
Dosage of Chemical Coagulant, mg/L Rice Starch Added as an Aid Rice Starch Added Simultaneously
Table 2
Turbidity removal achieved at pH 4 following two step coagulation (1st step using autoclaved rice starch, 2nd step using chemical coagulants).
Dosage of Autoclaved 1st Turbidity Dosage of Chemical 2nd Turbidity Overall Turbidity
Rice Starch, mg/L Removal, % Coagulant 3%, mg/L Removal, % Removal, %
A) Alum
120 47.80 (0.55) 1 17.88 (0.48) 57.13 (0.25)
46.22 (0.21) 2 12.66 (0.30) 53.03 (0.16)
47.39 (0.34) 20 44.66 (0.18) 70.89 (0.09)
47.45 (0.40) 50 43.94 (0.12) 70.55 (0.06)
B) PACl
120 45.13 (0.32) 1 60.94 (0.16) 77.40 (0.09)
44.62 (0.35) 2 61.72 (0.43) 78.41 (0.24)
45.37 (0.51) 20 19.31 (0.33) 54.31 (0.19)
45.15 (0.47) 50 0.70 (0.11) 42.56 (0.06)
ing the splitting of biological sludge with the introduction of two bridging of kaolin particles produced flocs that are not only larger
step coagulation. but also highly porous; leading to enhanced probability for the
entrapment of water particles in the porous surface of flocs. Nev-
ertheless, natural coagulants such as the seeds of Moringa oleifera
3.4. Characterization of wet flocs which also relied on adsorption and charge neutralization has been
reported to produce 5 times less sludge volume than proprietary
3.4.1. Normalized sludge volume coagulants (Ndabigengesere et al., 1995).
The amount of settled flocs at the end of a fixed sedimentation With the integrated use of starch and chemical coagulants, the
period of 24 h was measured at an initial pH of 4 and then normal- overall sludge volume measured has increased by at least 40%.
ized accordingly to yield an overall turbidity removal of 80% (Fig. 8). Similar to the observed trend, alum flocs were at least 10% more
This parameter would be important as it provides additional infor- voluminous than PACl except for two step coagulation. As PACl has
mation on the downstream processing of resultant sludge formed a higher charge density, it is likely that the residual rice starch par-
and serves as a basis for the selection of coagulants. Generally, ticles from the first coagulation process were coagulated along with
alum treated flocs was found to be more voluminous (up to 20%) in kaolin particles. Therefore, the total normalized sludge volume gen-
contrast to PACl treated flocs at their optimized dosages which is erated using PACl was 5% larger than alum with twice the amount of
consistent with existing literature (Gebbie, 2006). The 2 folds lower chemical based sludge. From the above results, it was apparent that
sludge volume observed following the use of aluminium salts over simultaneous addition of these coagulants produced the largest
starches could likely be a direct result of the primary coagulation amount of settled sludge in a single coagulation process owing
mechanism responsible for particle agglomerations. The effective
S.Y. Choy et al. / Ecological Engineering 94 (2016) 352–364 361
Fig. 10. SEM images with (A) 100 and (B) 5000 times magnification for (a) kaolin, (b) alum granule and flocs generated from jar test using: (c) alum, (d) PACl, (e) rice starch,
(f) wheat starch.
rounded and this could be due to linking of multiple “spherical” trast, the presence of a significant broad peak at 3288–3279 cm−1
flocs as observed from the sole use of chemical coagulants. (Fig. 12b) corresponded to O H stretching in starches (Kačuráková
and Mathlouthi, 1996). The CH2 stretching and twisting of carbo-
3.5.3. Functional groups detection using FTIR hydrates were indicated by peaks detected at 2931–2929 cm−1 and
The functional groups present in coagulants (Fig. 12a and b), 1338–1336 cm−1 respectively (Kizil et al., 2002; Theivasanthi et al.,
kaolin particles (Fig. 12c) and respective flocs generated (Fig. 12d–f) 2011). According to Fan et al. (2012), the skeletal mode vibration of
were detected using FTIR; a method for the identification of a a-1,4 glycosidic linkage of starches (C O C) peaks at the region of
pure compound or unknown materials and changes in specific con- 927–926 cm−1. The amylose and amylopectin fractions in starches
formations. The IR spectra of alum granule (Fig. 12a) suggested are known to consist this glycosidic bond (Jay-lin, 2003). The other
the presence and stretching of OH groups with various bonds significant peak located at the wavenumbers of 858–853 cm−1 sug-
as observed by peaks at 2952, 1658 and 1062 cm −1 (Mahadevan gested the presence of CH2 deformation (Yao et al., 2002).
Pillai et al., 2000; Ni et al., 2012; Rong et al., 2013). In con-
362 S.Y. Choy et al. / Ecological Engineering 94 (2016) 352–364
Fig. 11. SEM images with (A) 100 and (B) 5000 times magnification for flocs generated from different mode of additions: aid (a) alum, (b) PACl, together (c) alum, (d) PACl,
two step coagulation (e) alum, (f) PACl.
Similarity between the spectrum of kaolin (Fig. 12c) and vari- at 755–750 cm−1 suggested the stretching of Al O bond in the
ous treated flocs (Fig. 12d–f) suggested the successful removal of tetrahedral structure of AlO4 in kaolin (Heah et al., 2013). As the
colloidal kaolin particles by the studied coagulants. The two dis- IR spectra observed were identical, it can be deduced that sim-
tinct peaks at 3690–3619 cm−1 corresponded to the stretching of ilar functional groups were present in the treated flocs. Despite
O H bonds in kaolin while the presence of silicate was confirmed that, the transmission intensities at the range of 1115–750 cm−1
from the detection of a weak peak at 1115 cm−1 (Heah et al., 2013; were of marginal difference in the order of kaolin > alum treated
Yavuz and Saka, 2013). The subsequent double peaks observed at flocs > PACl treated flocs > rice starch treated flocs. According to
1031–1005 cm−1 can also be attributed to the presence of Si O Fan et al. (2012), variations in band intensities could be linked to
bonds; typical for kaolin-based materials. Another characteristic changes in specific conformations. PACl which is greatly cationic
feature of kaolin; the vibration of Al OH bonds is often assigned produced flocs that have higher absorbance intensities as governed
to wavenumbers of 950–900 cm−1 which was evident from the by the stronger net charge present on the surface of flocs. The inten-
peaks obtained at 913–911 cm−1 (Fig. 12c–f). Moreover, the band sity of transmission is also affected by the number of bonds present.
S.Y. Choy et al. / Ecological Engineering 94 (2016) 352–364 363
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