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Kinetics and mechanisms for co-pyrolysis of palm empty fruit bunch fibre (EFBF) with palm oil mill effluent (POME) sludge Yen Yee Chong, Suchithra Thangalazhy-Gopakumar, Suyin Gan, Hoon Kiat Ng, Lai-Yee Lee, and Sushil Adhikari Energy Fuels, Just Accepted Manuscript • DOI: 10.1021/acs.energyfuels.7b00877 • Publication Date (Web): 05 Jul 2017 Downloaded from http://pubs.acs.org on July 6, 2017
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1
Kinetics and mechanisms for co-pyrolysis of palm
2
empty fruit bunch fibre (EFBF) with palm oil mill
3
effluent (POME) sludge
4
Yen Yee Chonga, Suchithra Thangalazhy-Gopakumara, *, Suyin Gana, Hoon Kiat Ngb, Lai Yee
5
Leea, Sushil Adhikaric a
6
Department of Chemical and Environmental Engineering, Faculty of Engineering,
7
University of Nottingham Malaysia Campus, Jalan Broga, Semenyih 43500, Selangor Darul
8
Ehsan, Malaysia
9
b
Department of Mechanical, Materials and Manufacturing Engineering, Faculty of
10
Engineering, University of Nottingham Malaysia Campus, Jalan Broga, Semenyih 43500,
11
Selangor Darul Ehsan, Malaysia
12
c
13 14 15 16 17 18 19
* E-mail:
[email protected]; Tel: +6 (03) 8725 3635
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Co-pyrolysis of biomass is one of the potential options to improve the quality of bio-oil. In
21
this study, different types of feedstock: palm empty fruit bunches fibre (EFBF) and palm oil
22
mill effluent (POME) sludge were performed via thermogravimetric analysis (TGA). The
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thermogravimetric behaviour of EFBF and POME sludge blends (EFBF : POME sludge mass
24
ratio of 100%, 90%, 75%, 50%, 25%, and 0%) were subjected to different heating rate of (5,
Department of Biosystems Engineering, Auburn University, Auburn, AL 36849, USA
KEYWORDS. Co-pyrolysis, Thermogravimetric analysis (TGA), Synergic effect, Kinetics, Mechanisms ABTRACT
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10, 20, 30, 40 °C/min) with nitrogen (N2) purge of 20 ml/min to simulate pyrolysis
26
conditions. As the percentage of POME sludge in the blend increases, the thermo-gravimetric
27
data (TG) and thermo-gravimetric derivative (DTG) profiles shifted from EFBF to that of
28
POME sludge gradually. Higher mass loss rate of EFBF upon devolatilization indicates the
29
higher reactivity than that of POME sludge. During co-pyrolysis, a positive synergistic effect
30
was observed. All the samples experienced three pyrolysis stages and for each stage, the
31
mechanisms responsible were determined. Third order kinetic model (F3) was identified as
32
the most suitable model in master plot method. However, a deviation from theoretical master
33
plot at high percentage of POME sludge in blends was observed. Therfore, a stagewise
34
analysis of co-pyrolysis was done using Coats-Redfern (CR) method. A change in diffusion
35
mechanism was identified as POME sludge percentage increased in blends during the main
36
decomposition stage, which reveals the lack of specific shape for sludge particles.
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1. Introduction
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Concerns on the effects of fossil fuel emissions on the environment have been raised and as
39
fossil fuels are non-renewable energy sources, energy security is of another concern as well.
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Malaysia is a rapidly developing country and is the third largest energy consumer in
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Southeast Asia. In the last decade, Malaysia’s energy consumption grew at an average of
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11.28 % 1. In an effort to encourage the employment of renewable resources, Malaysian
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government announced renewable energy as the 5th fuel in the energy supply mix 2.
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Among renewable energy sources, biomass shows high potential in terms of feed flexibility
45
and abundance. Malaysia is known as the largest exporter of palm oil, and currently accounts
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for 39 % of world palm oil production 3. Noticeably large amount of palm waste is being
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produced simultaneously. Shuit et al. (2009) have done a
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sustainability of oil palm biomass in Malaysia 4. By taking the advantages of biomass energy
review on availability and
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production, studies on utilizing palm waste such as empty fruit bunch (EFB) and palm kernel
50
shells (PKS) have been flourishing.
51 52
Liquid fuel is the most consumed form of energy in the world 1. Thus, the finding of a
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potential substitute or additive for liquid fuels (crude oil) is of importance. Fast pyrolysis, a
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thermochemical conversion method of biomass to obtain liquid fuel, provides high liquid
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yield and high energy density compared to virgin biomass 5. The liquid fuel obtained from
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fast pyrolysis is known as bio-oil.
57 58
Generally, bio-oil derived from lignocellulosic biomass is acidic in nature, whereas bio-oil
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derived from sludge is alkali in nature 5. Abdulla et al. (2011) characterized the bio-oil
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derived from empty fruit bunch (EFB) and obtained a low pH of between 2 and 3, which was
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contributed by the presence of organic acids, mostly acetic acid and formic acids 6. Having a
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high acidity causes the bio-oil to be corrosive and thus, not suitable to be directly used as
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fuel. On the contrary, the pH of the bio-oil derived from POME sludge has a high pH of
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about 9.4, signifying that the bio-oil was alkaline in nature. Therefore, the blending of both
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biomass and sludge derived bio-oils or co-pyrolysis of biomass and sludge in order to achieve
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a neutralized bio-oil was suggested 5.
67 68
Co-pyrolysis of biomass is one of the potential options to improve the quality of bio-oil. Co-
69
pyrolysis of biomass is being widely explored by many researchers and has been reviewed by
70
Abnisa et al. (2014) 7. Due to the differences in the chemical and physical properties of
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different biomass, a different thermal reactivity occurred during co-pyrolysis 8. A positive
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synergistic effect was observed in previous co-pyrolysis studies , resulting in an increase in
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both gas and liquid products, but decrease in char production 9–11. However, another study on
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co-pyrolysis of sewage sludge and pine sawdust did not show significant synergistic effect 12.
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No significant effect was also observed for the co-pyrolysis of coal and oil palm biomass 13.
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Apart from the mentioned synergistic effects, an inhibitive effect was observed in the co-
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pyrolysis of petrochemical wastewater sludge with lignite 8.
78 79
Thermogravimetric analysis (TGA) is one of the most common methods to evaluate and
80
compare thermal kinetics during thermal conversion of biomass 14. Model free methods such
81
as Coats-Redfern (CR) have been broadly used to obtain the thermal kinetic triplets (apparent
82
reaction activation energy, E, apparent pre-exponential factor, A, and kinetic model, (α) by
83
applying the Arrhenius equation. To accurately predict and calculate the kinetics, Vyazovkin
84
took into consideration the fact that the reactions are non-isothermal and heterogeneous, and
85
proposed calculation methods that are currently being widely applied 15. Having known these
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parameters, the degradation behaviour of the blends and their mechanisms can be further
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understood, which can assist in the design and optimization of the operation 8.
88 89
The use of biomass as an energy source is indeed attractive due to the fact that biomass is
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abundant. However, biomass is diverse in nature and exhibits different behaviours in thermal
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process. Pyrolysis of EFB had been done by many and the pyrolysis of POME sludge had
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been done by Thangalazhy-Gopakumar et al. (2015)
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reactivity and kinetics of the co-pyrolysis of EFBF and POME sludge have yet to be done.
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The current study investigated the pyrolytic behaviour for the co-pyrolysis of EFBF and
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sludge with the aim to learn the interactions and influences between EFBF and sludge. This
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study resulted in formulating the kinetics for the co-pyrolysis of EFBF and sludge using
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TGA.
5,6,13
. However, the study on the
98
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The kinetic methods used to obtain the kinetic results were Vyazovkin and Coats-Redfern
100
(CR) methods. Vyaovkin method is an iterative method that assumed the independence of the
101
reaction model, () of the heating program, ( ). This method acknowledges the varying of
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the activation energy, with the conversion degree, rather than assuming a constant at
103
different degrees of conversion. Vyazovkin method is a non-linear algorithm, that is able to
104
give an estimated activation energy with a mere 5% error 16,17. By using CR method, the TGA
105
curves of the samples were divided into three different stages and analysed individually: 1)
106
evaporation of moisture, 2) devolatilization of cellulose and hemicellulose, and 3)
107
decomposition of lignin. A depth analysis on the diffusion and reaction mechanisms and
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their corresponding kinetic models in the co-pyrolysis of EFBF and sludge at different stages
109
was investigated.
110 111
2. Materials and Methods
112
2.1 Feedstock Characterization
113
The feedstocks used in this work were palm empty fruit bunches (EFBF) and treated palm oil
114
mill effluent (POME) sludge. The samples were collected from Seri Ulu Langat Palm Oil
115
Mill Sdn. Bhd, Dengkil, Selangor (Malaysia). EFBF was dried in an oven at 75 °C for 16 h.
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Dried sludge, which was ready to compost in soil was collected and further sun dried for 3
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days. The samples were then grounded to less than 2 mm in particle size. In order to better
118
understand the thermal conversion process of both fuels, ultimate and proximate analyses
119
were conducted and are presented in Table 1. The moisture content of the samples were
120
determined and reported using TGA results, where the weight % at around 150 °C was
121
deducted by the initial weight % of the sample, whereas volatile matter was determined from
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the difference in the weight % at 150 °C and 900 °C. To further validate the moisture content
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of the samples, the mass difference of both EFBF and POME sludge were calculated after 5 ACS Paragon Plus Environment
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being placed in the oven at 103 ˚C for 16 hours. The ash content of the sample was
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determined per ASTM E 1755 standard. Next, fixed carbon was calculated by subtracting the
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weight percentages of moisture content, volatile matter, and ash content from 100 %. Higher
127
heating values (HHV) of both EFBF and POME sludge were measured using Parr 6100 bomb
128
calorimeter. Different blends at different EFBF to POME sludge mass ratios were prepared
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by mixing (100:0 90:10, 75:25, 50:50, 25:75, and 0:100). The analyses were triplicated to
130
ensure reproducibility of the results.
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Table 1. Ultimate and proximate analyses and HHV of EFBF and POME sludge Sample
Proximate analysis
HHV (MJ/kg)
Moisture
Volatile
Ash
Fixed
content
matter
content
carbon
(%)
(%)
(%)
(%)
EFBF
5.3±0.3
74.0±1.0 1.3±0.2
19.4±0.8 17.6±0.9
POME
8.5±1.6
47.7±0.8 23.8±0.5
20.0±1.4 13.8±0.9
sludge 132
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The volatile matter in sludge was very low as compared to that of EFBF, which was
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expected. However the fixed carbon available in sludge was about the same as that of EFBF,
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which showed the potential application of sludge bio-char from pyrolysis. As sludge has high
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ash content, POME sludge was further examined by X-ray microanalysis, using FESEM –
137
Energy Dispersive X-ray Spectroscopy (EDX) in order to understand its inorganic content.
138
Table 2 shows the elements detected in POME sludge and the standards used. The elements
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Ca, Mg, K, and Zn have studied for their catalytic activities for the thermal degradation of
140
biomass
18–21
. Presence of alkaline earth metals enhance the breakdown of biomass
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22
141
components, where the effect was increasing in the order of Mg, Ca, K, Na
142
oxygen content together with the presence of the mentioned elements in POME sludge
143
suggest the presence of the metal oxides in the sludge, which posed catalytic effect upon co-
144
pyrolysis of EFBF and sludge. Three points were taken for each microscopic analysis.
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Table 2. Elements detected and the standard used in POME sludge from FESEM-EDX
146
analysis Element
Standard
C
CaCO3
50.4±4.0
O
SiO2
38.0±3.8
Mg
MgO
1.3±0.8
Al
Al2O3
0.7±0.1
Si
SiO2
1.2±0.3
P
GaP
2.1±0.8
S
FeS2
1.3±0.2
K
MAD-10 Feldspar
1.7±0.5
Ca
Wollastonite (CaSiO3)
1.3±0.2
Mn
Mn
1.7±0.9
. The high
Weight %
147
148
2.2 Thermogravimetric analysis (TGA)
149
Thermogravimetric analysis (TGA) was carried out in programmable TGA DSC 1 Mettler
150
Toledo to examine the decomposition behaviour of biomass upon pyrolysis. The different
151
EFBF to POME sludge ratios were taken for co-pyrolysis studies. The samples were heated at
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heating rates of 5, 10, 20, 30 & 40 ˚C /min with nitrogen (N2) purge of 20 ml/min in order to
153
prevent loss of volatiles and to stimulate pyrolysis conditions. In each experimental run, 7 ACS Paragon Plus Environment
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approximately 10 mg of biomass was heated from room temperature to 900 ˚C, and held at
155
that temperature for 10 min. The experiments were duplicated to ensure the reproducibility of
156
results.
157
2.2.1 Synergic effect
158
To study the existence of interaction between the EFBF and POME sludge blends upon
159
pyrolysis, the theoretical values for thermo-gravimetric data (TG) and thermo-gravimetric
160
derivative (DTG) curves of the blends were calculated. Eqn. (1) was used to obtain the values
161
by adding the decomposition curves of each individual component 23:
162
= . + .
163
where, is the theoretical weight percentage (TG) or derivative of weight percentage (DTG)
164
of the blends; are experimental TG and DTG values of EFBF and POME,
165
respectively; are mass percentages of EFBF and POME in the blends.
166
(1)
2.2.2 Kinetic model
167
Kinetic analysis of EFBF, POME sludge, and their blends were carried out to obtain the
168
kinetic triplets (E, A, and ()).
169
As the pyrolysis of solid fuels is non-isothermal and heterogeneous, the pyrolysis process was
170
divided into innumerable isothermal stages by calculating the conversion degree for each
171
pyrolysis stage 8,15.
172
The conversion degree, is defined as the mass fraction of decomposed solid:
173
=
174
where !" , !, and !$ are the initial, instantaneous, and final masses of the solids,
175
respectively.
(2),
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176
In non-isothermal experiments, the rate of solid degradation can be written as:
177
%
= & ( )
(3),
178
where k is the temperature-dependant rate constant and () is a function of conversion that
179
varies according to the reaction model.
180
The reaction constant, &, can be expressed by Arrhenius equation
181
& = ' exp (−
182
where ' is the pre-exponential factor, is the activation energy, . is the gas constant, and
183
is the absolute temperature.
184
Substituting Eqn. (4) into Eqn. (3) gives
185
186
%
,-
)
(4),
= ' exp /− ,-0 . ( )
(5)
Considering a constant heating rate of 1 =
%
, Eqn. (5) can be rearranged to
187
188
Some methods employ the integral form of Eqn. (6), which can be presented in many forms,
189
as shown in Eqn. (7).
190
() = 45
191
where () is the integrated form of the conversion dependence function (), the
192
temperature integral 7() = 4< −(8 9 / ; ) , and = ,-.
193
-
2
-
= 3 exp /− ,-0 . ()
$()
2
-
(6)
2
= 3 4- exp / ,- 0 = /3,0 7() 6
9
(7),
2.2.2.1 Vyazovkin method
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Vyazovkin stated that in the case of using a linear heating program ( ) = 5 + 1 , the
195
integral, =( , ) which has no analytical solution is obtained:
196
() = 4- exp / 0 3 6 ,-
197
= /30 I(E, T)
198
By assuming that the reaction model is independent of the heating rate, Eqn (8) can be
199
written for a given conversion and a set of experiments performed under different heating
200
rates 1A (B = 1, … , ) as follows:
201
/ 3E 0 =G , ,H I = / 3E0 =G , ,; I = ⋯ = /3E 0 =G , ,M I
202
which leads to Eqn (10):
203
N( ) = O∑MAXH ∑MVWA Q[
204
where N( ) is the minimum of the function and activation energy at degree of conversion α,
205
, is determined as the value that minimizes the function, is the number of heating rates,
206
and =Y , ,A Z is the exponential integral, 7() that results from heating rate 1A . For the
207
approximation of 7() (Eqn. 7), nonlinear fourth degree Senum-Yang approximation (Eqn.
208
(11)) that was used as the approximation is highly accurate 24.
209
7( ) =
210
The detailed derivation of this advanced iso-conversional method is provided elsewhere 17,25.
211
-
2
2
2
(8)
2
F
2
J
Q[E ,-E,S ]3U
E ,-E,U ]3S
[\](9) 9
L
O
9 ^ _H`9 J _`a9_ba
. 9c _;59^ _H;59J _;d59_H;5
(9),
(10),
(11).
2.2.2.2 Master-plots Method
212
To identify the reaction model involved in the solid-state reaction, master plots method was
213
employed. Using a reference point of = 0.5, Eqn. (7) could then be represented as 10 ACS Paragon Plus Environment
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2
214
(0.5) = / 0 7(5.g )
215
Upon dividing Eqn. (7) by Eqn. (12), Eqn. (13) was obtained.
216
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(12)
3,
()
(5.g)
h(9)
= h(9
(13)
6.i )
()
217
Based on various () functions as presented in Table 3, theoretical master plots of
218
against were plotted. As for experimental master plots of
219
data obtained under any heating rates were used. Eqn. (13) indicates that when an appropriate
220
kinetic model is used, the values of (5.g) and h(9
()
h(9)
6.i )
h(9)
h(96.i )
(5.g)
against , experimental
would be equivalent at a given .
2.2.2.3 Coats-Redfern (CR) method
221
222
Besides that, the integral Coats-Redfern (CR) method was also used to evaluate and to
223
calculate the kinetic triplets for EFBF, POME sludge, and their blends. CR method is further
224
integrated, yielding:
225
ln l
226
As the temperature range applied in the combustion of the samples, the value of
227
less than one, so Eq. (15) is obtained.
228
ln l
229
where, ln(3) is essentially a constant value.
230
A straight line should be obtained from the plotting of ln l
231
linear relationship. If the correct () is used, the straight line should have a high correlation
() -J
2,
m = ln l
3
() -J
2,
/1 −
;,
0m −
(14)
,-
m = ln(3 ) − ,-
;,
was far
(15)
2,
() -J
m against
H
-
as they have a
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coefficient of linear regression analysis. Then, the values of E and A can be derived from the
233
slope − and the intercept ln( ), respectively 26.
234
By identifying () that gives the highest correlation coefficient, the pyrolysis reaction of
235
the samples can be associated with the appropriate mechanisms. The basic model functions
236
() that are used in this kinetic study of solid-state reactions are shown in the Table 3.
237
Table 3. Expressions of functions g (α) and their corresponding mechanisms (Adapted from
238
14,27
2,
,
No.
3
) Symbol
()
Name of
()
function
Ratedetermining mechanism
1. Chemical process or mechanism non-invoking equations 1.1
nH/o
One-third
(3/2)(1-α)
1/3
1-(1-α)
2/3
reaction
order 1.2
no/d
Three-quarters
4(1-α)
3/4
1-(1-α)
1/4
order 1.3
nH
Chemical
Chemical reaction
First order
1-α
Chemical
-ln(1-α)
reaction 1.4
no/;
One and a half
2(1-α)
3/2
(1-α)
-1/2
-1
order 1.5
n;
Second order
Chemical reaction
(1-α)
2
-1
(1-α) -1
Chemical reaction
1.6
no
Third order
(1/2)(1-α)
3
-2
(1-α) -1
Chemical reaction
2. Phase boundary reaction 2.1
.H , n5 , pH
Power law
(1-α)
0
α
Contracting
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disk 2.2
.; , nH/;
Power law
2(1-α)
1/2
1-(1-α)
1/2
Contracting cylinder
2.3
.o , n;/o
Power law
3(1-α)
2/3
1-(1-α)
1/3
Contracting sphere
3. Based on the diffusion mechanism 3.1
qH
Parabola low
α2
1/2α
Onedimensional diffusion
3.2
q;
Valensi
[- lnG1-αI ]
-1
α+G1-αIln(1-α)
equation
Twodimensional diffusion
3.3
qo
Jander
1/3 2
1/3 -1
2/3
[1-G1-αI ]
(3/2)(1-α) [1-(1-α) ]
equation
Threedimensional diffusion, spherical symmetry
3.4
qd
Ginstling(3/2)[G1-αI
-1/3
-1
1-2α/3-(1-α)
-1]
2/3
Three-
Brounstein
dimensional
equation
diffusion, cylindrical symmetry
3.5
qg
Zhuravlev,
4/3
1/3
-1
-1/3
[G1-αI
(3/2)(1-α) [G1-αI -1]
2
-1]
Three-
Lasokin,
dimensional
Tempelman
diffusion
equation 3.6
qa
anti-Jander
(3/2)(1+α)2/3 [(1+α)1/3 -1]
-1
[(1+α)1/3 -1]
2
Three-
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equation
dimensional diffusion
qr
3.7
q`
3.8
anti-Ginstling-
(3/2)[(1+α)-1/3 -1]
1+2α/3-(1+α)2/3
-1
Three-
Brounstein
dimensional
equation
diffusion
anti-
(3/2)(1+α)4/3 [(1+α)-1/3-1]
-1
[(1+α)-1/3 -1]
2
Three-
Zhuravlev,
dimensional
Lasokin,
diffusion
Tempelman equation 239 240
3. Results and Discussion
241
3.1 Thermogravimetric Analysis (TGA) 100
0
90 -0.005
70 60
-0.01
50 40
-0.015
30 20
Mass loss rate (%/°C)
80
Mass loss (%)
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Energy & Fuels
-0.02
10 0
-0.025 50
150
250
350
450
550
650
750
850
Temperature (°C) TG/EFBF
TG/SLUDGE
DTG/EFBF
DTG/SLUDGE
242 243
Figure 1. TG and DTG curves of EFBF and POME sludge at heating rate of 20 °C/min
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245
Figure 1 shows the thermo-gravimetric data (TG) and thermo-gravimetric derivative (DTG)
246
curves of EFBF and POME sludge at a heating rate of 20 °C/min in nitrogen (N2)
247
atmosphere. As observed, the pyrolysis of EFBF could be distinguished into three stages: 1)
248
evaporation of moisture and light organic compounds (50 – 160 °C); 2) devolatilization of
249
mainly cellulose and hemicellulose (EFBF), or decomposition of heavy organic compounds
250
(sludge) (160 – 420 °C); and 3) decomposition of lignin and other stronger chemical bonds
251
(420 – 660 °C). The evaporation of moisture occurred below 160 °C, including the drying of
252
surface moisture to of free moisture, and then to of bound moisture
253
process could be deduced from the presence of a minor peak in the DTG curve in this stage at
254
81.51 °C. EFBF is a lignocellulosic biomass, consisting of cellulose (35 – 50 wt%),
255
hemicellulose (15 – 30 wt%), and lignin (12 – 35 wt%) 29. Within the temperatures of 160 °C
256
and 420 °C, the cellulose and hemicellulose devolatizes, contributing to the major peak
257
shown in the DTG curve at 347.16 °C. Towards the end of this stage of reaction, the sample
258
loses 63.57 % of the original mass, which is agreeable with the percentages of the cellulose
259
and hemicellulose present in EFBF. The results obtained were similar to that obtained by
260
Nyakuma et al. (2014), who reported that in this stage, the condensable and non-condensable
261
matters in the biomass were thermally decomposed into gases, char, and tar. Beyond 420 °C,
262
lignin decomposed at a comparatively slower rate 30. The slower decomposition rate of lignin
263
was because lignin is a complex natural polymer of aromatic compounds, which required a
264
higher temperature to degrade as compared to cellulose and hemicellulose. Similar to Idris et
265
al. (2010), no obvious weight loss was observed beyond 550 °C 13.
266
With regard to the decomposition of POME sludge, three stages were observed and was
267
similar to the results obtained by Thangalazhy-Gopakumar et al. (2015) 5. The first stage
268
mainly corresponds to the dewatering of the samples at a temperature below 210°C. The
269
second stage at 210 °C to 440 °C involves the main decomposition of the POME sludge.
28
. This dewatering
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Decomposition of major organic compounds present in sludge would be decomposed in this
271
temperature range. Beyond 440 °C, the decomposition rate of POME sludge reduced greatly
272
as carbonaceous materials formed from the pyrolysis of the sample in the second stage such
273
as tar and coke goes through secondary cracking. Apart from that, other inorganic materials
274
present in the POME sludge were being decomposed
275
the structure of inorganic compounds is more complex and their chemical bonds are more
276
difficult to break, contributing to the slower decomposition rate in stage three.
277
The pyrolysis of both EFBF and POME sludge were divided into three stages, with similar
278
temperature ranges. However, the higher rate of mass loss in EFBF shows a higher reactivity
279
than POME sludge. This is because EFBF has higher organic volatiles content than POME
280
sludge 8.
281
31
. As compared to organic compounds,
3.2 Synergic effect
282 283 284 285
Figure 2. TG and DTG curves of: (a) 10 % sludge, (b) 25 % sludge, (c) 50 % sludge, and (d) 75 % sludge. T indicates the theoretical values (dotted lines) whereas E indicates the experimental values (solid lines).
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286 287
Figure 2 depicts the TG and DTG curves of EFBF- POME sludge blends at a heating rate of
288
20 °C/min in the presence of N2, respectively. From the peak position and height of DTG
289
curves, the combustion reactivity of the samples can be studied, where the DTG peak height
290
is directly proportional to the reactivity, whereas the temperature in correspondence to the
291
peak height is inversely proportional to the reactivity
292
percentages in the blends, the profiles of both the TG and DTG curves shifted from EFBF to
293
sludge where combustion reactivity gradually decreased.
294
The understanding of synergic effect in the production of bio-oil via co-pyrolysis is important
295
as it is one of the main factors responsible in the measuring or determining improvements in
296
oil quality and quantity 7. Positive or negative synergic effect relies on the type and contact
297
between the components, duration of pyrolysis, temperature and heating rate, removal or
298
equilibrium of volatiles formed, and addition of solvents, catalysts, and hydrogen donors 7,33.
299
Since the effect is dependent on the type of feedstock as mentioned, the synergistic effects of
300
different co-pyrolysis feedstock would vary according to their composition and pyrolysis
301
behaviour. Operating conditions contribute to the varying of synergic effect during co-
302
pyrolysis as well.
303
In order to investigate the synergistic interaction between EFBF and POME sludge, the
304
theoretical and experimental values of blends during co-pyrolysis are presented in Figure 2 .
305
Comparing theoretical and experimental values, TG curves for blends showed differences in
306
terms of mass loss and could be clearly observed from the major peaks of DTG curves. The
307
experimental values showed higher mass loss as compared to those of theoretical values,
308
suggesting that more cellulose and hemicellulose were being degraded than expected. Metal
309
oxides in sludge ash have been proven to act as heterogeneous catalyst in the recent years 34,35
32
. With the increase of sludge
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310
. POME sludge in this study contains metal oxides such as CaO, ZnO, and MgO that might
311
have posed catalytic effect in the pyrolysis of EFBF.
312
A difference between experimental and theoretical values hinted the existence of interaction
313
between EFBF and POME sludge, known as the synergistic effect
314
obtained a positive synergic effect in the co-pyrolysis of legume straw and coal
315
study, the biomass was considered as a hydrogen donor, which aided the hydrogenation of
316
coal upon pyrolysis, resulting in some positive synergies. Apart from that, Fei et al. (2012)
317
mentioned that synergistic effect was greater when the contact between particles improves 38.
318
However, a close contact between particles may pose an inhibitive effect as they will fill in
319
the interspaces of each other
320
synergistic effect varies with the type of feedstock upon co-pyrolysis.
321
36
. Zhang et al. (2007) 37
. In that
36
. This contradicting theory further confirms the fact that
3.3 Kinetics of Co-pyrolysis by Vyazovkin Method
322
The kinetics of EFBF and POME sludge pyrolysis were determined to guide and optimize
323
production. Vyazovkin method is a non-linear method that uses integration technique. As
324
compared to other integral model-free methods, i.e. Ozawa, Vyazovkin method provides a
325
more accurate value of activation energy. This is because Vyazovkin method acknowledges
326
the strong variation of activation energy with the degree of conversion, whereas the other
327
methods do not
328
limited due to the limitation experienced by mass transfer at high conversions (above 80
329
wt.%) 24,40.
25,39
. Despite its accuracy, the application of Vyazovkin method remains
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300
250
Activation energy (kJ/mol)
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200
150
100
50
0 0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
Degree of conversion, α
330
EFB
10%
25%
50%
75%
POME sludge
331 332
Figure 3. Activation energies of EFBF, POME sludge, and sludge percentages in the blends with respect to degree of conversion
333
Figure 3 shows the activation energies of different samples with respect to the degree of
334
conversion. The activation energies for EFBF and other blends with different sludge
335
percentages showed significant increase from conversions () 0.1 to 0.3, and hereafter a
336
slight increase until equal to 0.7. On the other hand, the activation energy of sludge
337
increased with the increasing of conversion until reaching a maximum of 232.61 &v/!wx
338
when = 0.6. As seen from the TG curves in Figure 1 and Figure 2, hemicellulose and
339
cellulose devolatilized below 70% conversion, which corresponds to the average activation
340
energy of 195.25 ± 11.63 &v/!wx . Typical activation energies obtained for the
341
devolatilization of both hemicellulose and cellulose are 100 – 111 kJ/mol and 195 – 236
342
kJ/mol, respectively 41–43, which is comparable to the results obtained in this study.
343
From Vyazovkin analysis, there are not much variations in activation energies for conversion
344
0.4 to 0.7, which mainly accounts for liquid product in fast pyrolysis. To identify the kinetic
345
models involved for EFBF, sludge, and their blends, master-plots method was employed.
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346 347
3.4 Kinetic Models of Co-pyrolysis by Master-plots Method
348
Utilizing the pre-determined E values obtained along with the temperature measured as a
349
function of , experimental master plots of
350
°C/min, 10 °C/min, 20 °C/min, 30 °C/min, and 40 °C/min) were plotted. On the other hand,
351
theoretical master plots of
352
functions as presented in Table 3. At different heating rates, the experimental master plots
353
presented similar results, signifying that the kinetics degradation process of EFBF, POME
354
sludge, and the blends could be described by a single kinetic model
355
models assumed certain ideal physical and geometrical conditions, disagreement between the
356
idealized and real systems might occur
357
experimental master plots fitted third order kinetic model (F3) the best and is presented in
358
Figure 4. This finding suggested that the chemical reactions during degradation of the
359
samples are the rate limiting steps to this thermochemical conversion
360
percentages of POME sludge in the blends increase, the more the experimental master plots
361
deviated from the theoretical master plot. This variation may be contributed by the combined
362
effect of EFBF and POME sludge in decomposition mechanism.
()
(5.g)
h(9)
h(96.i )
against under various heating rates (5
against were plotted in accordance to various kinetic
44,45
. As these kinetic
46
. Among the different kinetic models, the
47
. However, as the
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Page 22 of 37
363 ()
against and experimental master plots of
h(9)
364
Figure 4. Theoretical master plots of
365 366 367
against at various heating rates 5 °C/min, 10 °C/min, 20 °C/min, 30 °C/min, and 40 °C/min; (a) EFBF (b) 10 % sludge, (c) 25 % sludge, (d) 50 % sludge, (e) 75 % sludge, and (f) Sludge.
(5.g)
h(96.i )
368
369
For a depth analysis on the reaction and diffusion mechanisms during co-pyrolysis of EFBF
370
and POME sludge, the decomposition was divided into three stages based on DTG curve at a
371
heating rate of 20 °C/min.
372
3.5 Kinetics and Mechanisms of Co-pyrolysis by Coats-Redfern (CR) Method
373
Using Coats and Redfern (CR) method, the solid-state mechanisms involved in the pyrolysis
374
of EFBF, POME sludge, and their blends were determined. Based on the mechanisms that
375
gave the highest correlation coefficient (R2), the kinetic triplets of the stages were calculated 21 ACS Paragon Plus Environment
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376
and identified accordingly. A high R2 indicates that the kinetic model fits the data obtained
377
well. The kinetic triplets are activation energy (E), apparent pre-exponential factor (A), and
378
kinetic model. E is the minimum energy required to break chemical bonds between atoms,
379
and thus can be used to characterize the reactivity of the sample. A is a constant that is more
380
closely related with the structure of the material, whereas low factors would indicate a
381
surface reaction or a ‘’tight’’ complex; high factors would indicate a ‘’loose’’ complex
382
Based on TGA results, the samples were divided to three different stages and analysed
383
separately. The analysis results are then presented in Table 4. Stage 1 ranged from 50 to 200
384
°C; Stage 2 from 200 to 400 °C; and Stage 3 from 400 to 650 °C. The highest correlations
385
ranged between 0.9753 – 0.9992, indicating the reliability of the kinetic parameters obtained.
386
Figure 5 shows the plots of ln[()/ ; ] against 1/ that gave the highest correlation
387
coefficients for the samples.
388
Table 4. Kinetic parameters for EFBF, POME sludge, and their respective blends at a heating
389
rate of 20 °C/min Stages
Sample (EFBF
E (kJ/mol)
A, (1/s)
:
Kinetic
8,48
.
R2
model
POME sludge) 1
100 : 0
116.47
1.40×1018
F3
0.9910
90 : 10
96.49
7.21×1014
F3
0.9968
75 : 25
91.95
1.44×1014
F3
0.9948
50 : 50
80.96
1.02×1012
F3
0.9882
25 : 75
70.73
2.32×1010
F3
0.9795*
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0 : 100
2
100 : 0
90 : 10
75 : 25
50 : 50
25 : 75
0 : 100
Page 24 of 37
49.17
4.47×106
F2
0.9831
66.63
1.51×10b
F3
0.9467*
38.34
1.81×104
F3/2
0.9853
89.33
2.77×107
F1
0.9986
79.41
9.29×105
R3
0.9972
168.49
2.41×1013
D3
0.9976
81.20
4.25×10a
F1
0.9914
71.67
1.55×10g
R3
0.9768
194.16
7.63×1015
D5
0.9972
81.27
4.43×106
F1
0.9970
193.80
7.50×1015
D5
0.9971
71.92
1.68×10g
R3
0.9880
74.11
1.03×106
F1
0.9992
65.68
4.65×104
R3
0.9961
141.01
7.36×1010
D3
0.9968
68.97
3.25×105
F1
0.9990
61.00
1.62×104
R3
0.9940
131.69
9.77×109
D3
0.9952
63.47
8.39×104
F1
0.9967
27.05
1.94×10;
R3
0.9385#
154.20
1.53×1012
D5
0.9987
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Energy & Fuels
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100 : 0
167.91
1.55×1012
F3
0.9836
90 : 10
202.13
1.32×1014
F3
0.9785
75 : 25
176.80
2.64×1012
F3
0.9753
50 : 50
173.55
3.46×1012
F3
0.9774
25 : 75
169.51
1.25×1012
F3
0.9971
0 : 100
211.31
1.39×1015
F3
0.9790
390
* Even though the highest correlation values were not obtained for F3 model, this model was
391
identified as the dominant kinetic model. # Even though R3 model was not dominant for
392
sludge, this model was selected in order to compare with EFBF and other blends at stage 2
393
decomposition.
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394 395 396
Figure 5. Plots of ln[g(x)/T2] against 1/T that gave highest correlations for all samples (sludge% in the sample)
397 398
Stage 1 mainly involves the dewatering of samples, where the third order chemical reaction
399
model () = (1-α) was in dominion. The exceptions to this model is EFBF: POME sludge
400
of 25 : 75 and 0 : 100, which have higher correlation coefficients attributed to second order
401
() = (1-α) and one and a half order f(α) = 2(1-α)
402
orders reflect the different rates of reaction, where higher reaction order signifies higher rate
403
of reaction. A lower rate of reaction for the two exceptions might be caused by inorganic
H
3
;
2
3/2
respectively. The different reaction
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Energy & Fuels
404
materials (ash content) present in POME sludge. At this stage, the rate determining step was
405
the chemical reaction.
406
Hemicellulose and cellulose devolatilizes at Stage 2, where the samples experienced a major
407
mass loss. At this stage, the solid-state reaction was not only controlled by chemical reaction,
408
but also the diffusion and phase boundary. The major mechanisms involved in Stage 2 were
409
first order kinetic () = (1 − ), power law in phase boundary reaction () = 3(1-α) ,
410
and diffusion mechanism either Jander equation
411
Zhuravlev-Lasokin-Tempelman equation () = (3/2)(1 − α)4/3 [(1 − α)1/3 − 1]
412
The rate determining mechanism for first order kinetic (F1) is the chemical reaction, where
413
there was an equal probability of nucleation at each active site
414
boundary reaction (R3) is a reaction controlled by movement of an interface at constant
415
velocity and at which nucleation occurs virtually immediately, so that the surface of each
416
particle is covered with a layer of the product 50. This function relates and t for a sphere
417
reacting from the surface inward and is usually assumed to be the governing conversion
418
model in the combustion of certain carbonaceous materials
419
and Zhuravlev, Lesokin, Tempelman equation (D5) are three-dimensional diffusion
420
mechanisms. Jander equation (D3) is for reactions in a sphere, where diffusion in all three
421
directions is equally important 49. In contrast, Zhuravlev-Lesokin-Tempelman equation (D5)
422
does not reveal the shape of the particle.
423
Some of the samples showed high correlation coefficients for kinetic models power law in
424
phase boundary reaction (R3) and Jander equation (D3), which involve reaction for spherical
425
symmetries, suggesting the presence of spherical particles in EFBF or POME sludge. Since
426
both of these kinetic models are attributed to EFBF but not POME sludge, it can be
427
concluded that the sphere particles were contributed by EFBF, and that the shape of POME
2/3
() = (3/2)(1-α)
2/3
[1-(1-α)
1/3 -1
]
or
−1
49
. Power law in phase
49,51
. Both Jander equation (D3)
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Page 28 of 37
428
sludge particle is unknown. As like any heterogeneous reactions, three major mechanisms
429
that control pyrolysis were interphase reaction, diffusion and chemical reaction. However,
430
during co-pyrolysis, the presence of sludge was not able to confirm spherical shape for
431
particles. The solid-state mechanisms for decomposition of lignocellulosic materials have
432
also been studied by other researchers. Liu et al. (2002) discovered that decomposition of the
433
wood and leaf of fir plant obtained good linearity for first order reaction (F1), Jander equation
434
(D3), and power law in phase boundary reaction (R3) as well, which is similar to that
435
obtained for EFBF in this study 52. Three-dimensional diffusion mechanism is common in the
436
pyrolysis of lignocellulosic biomass. Guo and Lua (2000) found that for the pyrolysis of
437
extracted oil palm fibres at low temperature regimes, Jander equation (D3) is the effective
438
mechanism 53; Yorulmaz and Atimtay (2009) studied the effective mechanisms for untreated
439
pine samples and discovered that for two oxidation regions, the three-dimensional diffusion
440
mechanisms Valensi equation (D2) and Ginstling-Brounstein equation (D4) were in dominion
441
54
442
For stage 3, devolatilization of lignin occurs for all samples and the unanimous model
443
obtained was third order kinetic model (F3). Similar study on the pyrolysis kinetics of lignin
444
was carried out by Xie et al. (2013) and determined that pine cone lignin fitted third order
445
kinetic model (F3) best for Horowitz-Metzger method and second order kinetic model (F2)
446
for Coats-Redfern method
447
concluded that second order reaction mechanism (F2) fits well for raw alkali lignin pyrolysis
448
with R2 of 0.9970
449
0.9960.
450
According to Yorulmaz and Atimtay (2009), the fact that thermal analysis allows the fitting
451
of more than one kinetic model to the samples is non-favourable and was noticed in this study
452
as well
.
55
. Employing Coats-Redfern method, Bu et al. (2016), too,
56
. However, third order reaction mechanism also showed a good R2 of
54
. Thus, for further studies, combining TGA including dynamic and isothermal 27 ACS Paragon Plus Environment
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Energy & Fuels
453
studies could be used to obtain the exact mechanisms and thermal constants of the
454
devolatilization process. In the current study, third order (F3) mechanism was assumed to be
455
the main mechanism responsible for the devolatilization of samples in both Stage 1 and Stage
456
3. As for Stage 2, first order reaction (F1) is seen as the main mechanism, accompanied by
457
power law in phase boundary reaction (R3) and Jander equation (D3) or Zhuravlev, Lasokin,
458
Tempelman equation (D5) mechanisms.
459
As observed from the Table 4, activation energies for the Stage 1 decreased with the increase
460
of POME sludge percentages. The increase in water content in the sample with the increase in
461
sludge percentages may have been the cause of this finding. Besides that, as the percentages
462
of POME sludge increases, the amount of volatiles decreases, which in turns lower the
463
activation energy of the sample.
464
As the percentages of POME sludge increased in the sample, the temperature at which stage
465
decomposition (Stage 2) starts increased. This signifies that the energy barrier that needs to
466
be overcome is proportional to the percentages of POME sludge in the sample. However, as
467
seen from Table 4, the E calculated decreases with the increase in POME sludge percentage,
468
which is contradictory. This finding had been obtained by Mu et al. (2016) as well as Du et
469
al. (2014) 8,57. It was explained that the percentage of volatiles in the samples played a role in
470
contributing to the activation energy, where with the increase in volatile percentage,
471
activation energy increases. As observed in Figure 1, both TG and DTG curves showed that
472
the devolatilization stage of EFBF is indeed much steeper than that of POME sludge,
473
indicating the much higher volatile percentage in EFBF. This explains the higher values of
474
activation energy for EFBF, despite the observed lower decomposition temperatures.
475
As compared to other stages, Stage 3 that mainly involved the devolatilization of lignin
476
showed the highest activation energy. The activation energy obtained was 183.53 ±
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Page 30 of 37
477
18.46 &v/!wx . Decomposition of lignin required higher activation energy as compared to that
478
of other components as lignin has a more complicated structure and higher molecular weight.
479
Besides that, char that formed in Stage 2 might have contributed to the higher activation
480
energy due to secondary cracking.
481
Conclusions
482
There were three stages to the pyrolysis of both EFBF and POME sludge, namely dewatering,
483
devolatilization of cellulose and hemicellulose, and lignin decomposition stages, respectively
484
at similar temperature ranges. However, EFBF showed higher reactivity regarding the higher
485
mass loss rate as compared to that of POME sludge. Upon co-pyrolysis conducted from TGA,
486
a positive synergistic effect was observed in the experiments. Next, the kinetic models
487
involved in the pyrolysis of EFBF, POME sludge, and their blends were determined using
488
master-plots method. Third order kinetic model (F3) was identified as the most suitable
489
model. However, as the percentages of POME sludge in the blends increase, a deviation from
490
theoretical master plot was noticed. Upon dividing the degradation of the biomass into
491
distinct stages, diffusion and reaction mechanisms involved in co-pyrolysis of EFBF, POME
492
sludge, were further analyzed using Coats-Redfern method. For Stage 1, the dominant kinetic
493
model was a third order reaction; for Stage 2, a first order reaction with power law in phase
494
boundary reaction (R3), and diffusion mechanism either Jander equation (D3) or Zhuravlev,
495
Lasokin, Tempelman equation (D5); for Stage 3, a third order reaction (F3). Study on
496
diffusion mechanism revealed spherical shape for EFBF paticles, whereas POME sludge lack
497
on specific shape. As the percentages of POME sludge increased in the blends, activation
498
energy decreased, which implied a catalytic effect of sludge ash content in main degradation
499
stage.
500
Acknowledgement
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The authors would like to express sincere gratitude to Ministry of Higher Education for the
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realization of this research project under the Grant FRGS/1/2015/TK02/UNIM/02/1.
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However, only the authors are responsible for the opinion expressed in this paper and for any
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remaining errors.
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