223
A publication of
CHEMICAL ENGINEERING TRANSACTIONS
VOL. 72, 2019
Guest Editors: Jeng Shiun Lim, Azizul Azri Mustaffa, Nur Nabila Abdul Hamid, Jiří Jaromír Klemeš
Copyright © 2019, AIDIC Servizi S.r.l.
ISBN 978-88-95608-69-3; ISSN 2283-9216
The Italian Association
of Chemical Engineering
Online at www.aidic.it/cet
DOI: 10.3303/CET1972038
Removal of Phosphorus in Rubber Wastewater – Design of
Experiment for the Struvite Crystallization Reaction
Ngo Van Thanh Huy, Tran Minh Chi, Truc Linh Phan, Anhkien Le*
Institute for Tropicalization and Environment(ITE), 57A Truong Quoc Dung, Phu Nhuan, Ho Chi Minh City, Vietnam
anhkien.le@gmail.com
Recovering struvite crystal is one of the most interesting methods for removing phosphorus from wastewater
to produce fertilizer. Phosphorus is removed from wastewater streams to prevent the ecologically harmful
effects of eutrophication in receiving natural, so the recovery and reuse of phosphorus in rubber wastewater
by struvite precipitation not only reduces the effects of phosphorus for the environment where the product
MAP (Magnesium Ammonium Phosphate) is also a slow release fertilizer is very useful for agriculture. During
the reaction process taking place, the parameters of pH, Mg 2+/PO43- ratio and NH4+/PO43- ratio gate the large
influence on the formation of struvite. The design of experiment had been carried out using three factors
based, multi-factorized experimental equation was. From the experimental equation, the experimental had
been optimized for three factors. The optimization level of the parameters were determined as 9.0 for the pH,
1.25 for ratio of Mg2+/PO43- and 4.35 for ratio of NH4+/PO43-. The obtained precipitation volume with optimum
parameters was 0.3401 g/300 mL of rubber wastewater
1. Introduction
Phosphorus (P) is the basic element of life, including people dependent on phosphorus to stay healthy and
productive, and as an essential nutrient for plants production. Moreover, there is no substitute for phosphorus
in nature (United States Geological Survey, 2005).
Vietnam’s rubber industry is growing in line with economic growth and contributed significantly to the GDP of
the country. However, along with the rapid economic development, the environment problems caused by this
industry are also worrying.
In Vietnam, it is estimated that rubber latex processing industry generates about 5.000.000 m3 wastewater
annually. This large amount of wastewater has high concentration of biodegradable organic substances such
as: acetic acid, sugar, protein. The concentration of COD reached 2,500 – 35,000 mg/l, BOD: 1,500 – 12,000
mg/l, NH4-N: 200 – 400 mg/L, total phosphorus: 25- 40 mg/L (Mohammadi et al., 2010).
Wastewater from the rubber latex processing plants, if not thoroughly treated, will become as one of the
reason that causes of the increasingly serious environment pollution such as: the exhaustion of oxygen
leading to eradication of aquatic animals and plants, eutrophication deprives the aesthetics and water quality
of source, the instruction into the groundwater adversely affects the quality of water, which use for domestic
purposes and increases the cost of treatment (Doino et al., 2011).
Therefore, the recovery of phosphorus from wastewater streams is very necessary. Reducing the amount of
phosphorus in wastewater is important for the environment. Various chemical and biological processes have
been developed for P removal, such as metal precipitation, constructed wetland systems (Headley et al.,
2000), biological nutrient removal processes (Stratful et al.,1999), enhanced biological phosphorus removal
processes (Carlsson et al., 1997), and the struvite crystallization process (Munch and Barr, 2001). Among
these processes, the struvite crystallization process is an ideal technique because it can simultaneously
remove and recover P and N from wastewater (Ueno and Fujii, 2001). Moreover, when struvite is used as
fertilizer, the extraction of rock phosphorus can be reduced (Zhu et al, 2014).
Struvite precipitation occurs under alkaline conditions according to the reaction have been shown in Eq(1) as
follows:
Paper Received: 03 September 2018; Revised: 21 October 2018; Accepted: 09 December 2018
Please cite this article as: Huy N.V.T., Chi T.M., Phan T.L., Le A., 2019, Removal of phosphorus in rubber wastewater – design of experiment
for the struvite crystallization reaction, Chemical Engineering Transactions, 72, 223-228 DOI:10.3303/CET1972038
224
Mg2+ + NH4 + + PO43- + 6H2O → MgNH4PO4.6H2O
(1)
Eq(1) indicated that the struvite crystals to be created when the magnesium, ammonia and phosphate
combined in water in a mole to mole to mole ratio of 1:1:1.
Struvite precipitation depends on two main factors: the molar ratio of Mg:NH 4:P and the pH value of
wastewater (Munch and Barr, 2001). The struvite crystallization process on influence of pH, temperature and
supersaturation on struvite growth kinetics (Harrison et al., 2011).
The paper presents the results of the empirical study on influence of three factors: pH, molar ratios of
Mg2+/PO43- and NH4+/PO43- to the struvite precipitation reaction and struvite content obtained from the process
the experiment was 3.401 g/300 mL wastewater.
2. Materials and methods
2.1 Experimental setup
In experiments, measured amounts of MgCl2·6H2O were added to 300 mL of wastewater, and stirred in a jar
test apparatus. The reaction time was 30min at a mixing speed of 50 rpm. Sodium hydroxide (NaOH) of 3M
were used for pH adjustment. To investigate the effect of NH 4-N concentration solution, ammonium chloride
(NH4Cl) was added to 300 ml of wastewater to get different molar ratios of NH 4-N:PO4-P.
2.2 Wastewater
The experimental solutions were prepared by mixing accurately measured volumes of magnesium chloride,
potassium dihydrogen phosphate and ammonium chloride dissolved in distilled water.
The parameters and conditions experiment are described in Table 1.
Table 1: The experimental parameters and conditions
No.
1
2
3
4
5
Parameters
pH
Mg2+/PO43NH4+/PO43Stirring speed
Temperature
Unit
rpm/min
°C
Value
8.5; 9.0; 9.5
1; 1.25; 1.5
1; 2.25; 3.5
50
30
2.3 Sampling and analysis
PO4-P, NH4-N were determined according to the Standard Methods. pH were measured by pH meter (Model:
Sension 01 – Hach).
The MAP crystal solid sediment was collected from the bottom of reactor by centrifuging at 3000 rpm for 10
min. The obtained MAP solid mixture was dissolved into an acidic solution (pH 2.66 H2SO4) after which the
supernatant was collected. The pH of the supernatant was then increased to 10.5 to derive pure MAP crystal
formation. Subsequently, the white crystals were recovered from the solution.
2.4 Statistical modeling
The PO43--P in synthetically prepared wastewater was removed using struvite precipitation technology. A
quadratic statistical modeling, response surface methodology (RSM), was applied to investigate the
improvement availability for high-level removal of phosphorus by struvite precipitation. However, the general
practice in determining the optimal conditions of struvite precipitation is by varying one parameter at one time
while keeping the others constant. Such work is extremely laborious and time consuming. Therefore, the main
purpose of this study was to develop, improve, and optimize struvite precipitation process using a response
surface methodology optimization statistical model.
3. Results and discussion
3.1 Select the survey domain
When studying the conditions for the formation of struvite it is shown that this process is influenced by many
factors such as temperature, rate of stirring, concentration of substance. pH, Mg2+/PO43- and NH4+/PO43strongly influence the formation of struvite. In this study, these three factors has been chosen to calculate in
the domain. The correlation between the coding value and real value is shown in Table 2 and the Eq(2).
225
Table 2: The coding value and empirical elements
No
Variable
Symbol
1
2
3
pH
Mg2+/PO43NH4+/PO43-
X1
X2
X3
-1
8.5
1
1
Symbol encoding value
0
+1
9
9.5
1.25
1.5
2.25
3.5
3.2 Set up the model
The coding value, design results with the experimental planning matrix are shown in Table 3. Table 3 consists
20 experiments corresponding to 20 different values of three factors pH, Mg 2+/PO43- and NH4+/PO43- and
resulting precipitation volume corresponds to the above values.
The effect to the three factors and the objective function (volume of precipitation obtained) were constructed
by second order regression function for the objective function as Eq(2):
𝑘
𝑘
𝑘
𝑖=0
𝑖=0
𝑖=0
𝑌𝑖 = 𝛽0 + ∑ 𝛽𝑖 𝑥𝑖 + ∑ 𝛽𝑖𝑖 𝑥𝑖2 + ∑ 𝛽𝑖𝑗 𝑥𝑖 𝑥𝑗
(2)
Yiis the objective function and also is the precipitation volume;𝛽0 is the coefficient of freedom;𝛽𝑖, 𝛽𝑖𝑖 , 𝛽𝑖𝑗 are
parameterized vector model that are defined empirically.
Statistics model is only meaningful and is use after satisfying statistical standards (Fisher).
Table 3: Experimental matrix with three factors, pH, Mg2+/PO43-, NH4+/PO43No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
pH
Value
8.5
9.5
8.5
9.5
8.5
9.5
8.5
9.5
8.16
9.84
9
9
9
9
9
9
9
9
9
9
Symbol
-1
+1
-1
+1
-1
+1
-1
+1
-1
+1
0
0
0
0
0
0
0
0
0
0
Mg2+/PO43Value
1
1
1.5
1.5
1
1
1.5
1.5
1.25
1.25
0.83
1.67
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
Symbol
-1
-1
+1
+1
-1
-1
+1
+1
0
0
-1
+1
0
0
0
0
0
0
0
0
NH4+/PO43Value
1
1
1
1
3.5
3.5
3.5
3.5
2.25
2.25
2.25
2.25
0.15
4.35
2.25
2.25
2.25
2.25
2.25
2.25
Symbol
-1
-1
-1
-1
+1
+1
+1
+1
0
0
0
0
-1
+1
0
0
0
0
0
0
Precipitation
volume (g)
0.1189
0.1786
0.1322
0.1949
0.1490
0.1659
0.1867
0.2021
0.0555
0.1719
0.2159
0.1502
0.1912
0.3401
0.1392
0.1380
0.1569
0.1728
0.1623
0.1779
3.3 Analyze the meaning of the model with empirical
Analysis of model fit and significance of the model was assessed by ANOVA analysis in Table 4 and
correlation indiced in Table 5.
The significance of the regression coefficients was determined by F standard, with value of p< 0.05 indicating
significant regression coefficients.
The data in Table 4 showed that the value of “Model-F-value” was 4.18 and the model was statistically
significant with a reliability of 98.21% (p<0.0179). In addition, the F standard was 7.14 (p = 0.0251) which
indicated that the model was compatible with the experiment. The results in the study had shown that these
factors influenced the formation of the struvite.
Table 5 showed the results of the analysis was fit and significance of the model with empirical data. The
ANOVA results indicated that the R2 was of 78.99 %.
226
Table 4: Results of optimal ANOVA analysis
Source
Model
A – pH
B – Mg2+/PO43C – NH4+/PO43AB
AC
BC
A2
B2
C2
Residual
Lack of fit
Pure error
Total correlation
Sum of Squares
0.042
8.993x10-3
3.582x10-6
7.951x10-3
2.812x10-7
1.015x10-3
2.453x10-4
6.063x10-3
2.315x10-4
0.016
0.011
9.908x10-3
1.388x10-3
0.054
df
9
1
1
1
1
1
1
1
1
1
10
5
5
19
Mean Square
4.719x10-3
8.993x10-3
3.582x10-6
7.591x10-3
2.812x10-7
1.015x10-3
2.453x10-4
6.063x10-3
2.315x10-4
0.016
1.130x10-3
1.982x10-3
2.776x10-4
F value
4.18
7.96
3.171x10-3
7.04
2.490x10-3
0.90
0.22
5.37
0.20
14.07
p value
0.0179
0.0181
0.9562
0.0242
0.9877
0.3656
0.6512
0.0430
0.6604
0.0038
7.14
0.0251
significant
significant
Table 5: Results of the analysis of the fit of the model with experiment
Parameter
Standard deviation
Mean
C.V.%
Press
Value
0.034
0.017
19.77
0.077
Parameter
R – Squared
Adj R – Squared
Pred R – Squared
Adeq Precision
Value
0.7899
0.6008
-0.4355
9.917
Under the ratio condition of NH4+ /PO43- was of 2.25, the optimum precipitation volume of struvite was
depended on the pH of the reaction environment and the ratio of the concentration of Mg2+/ PO43- as showed
in Figure 1. In Figure 2, the optimum point had been obtained during the survey of the pH and ratio of NH4+
/PO43- under the condition of Mg2+/PO43- was set of 1.25 constant.
The0.22
precipitation
volume
Optimum point
KET TUA
0.1775
0.135
0.0925
0.05
9.50
1.50
9.25
1.38
9.00
1.25
2+
/PO43B: Mg
Mg/PO4
8.75
1.13
1.00
A:
pH
8.50
pH
Figure 1: Surface response of pH & Mg2+/PO43- factors affected on the formation of struvite
Optimum point
The precipitation
volume
0.35
KET TUA
0.275
0.2
3.50
0.125
2.88
0.05
2.25
C:
NH4/PO4
NH + /PO 3-
8.50
4
8.75
4
1.63
9.00
9.25
pH
9.50
1.00
Figure 2: Surface response of pH& NH4+/PO43-factors affected on the formation of struvite
227
Similarly, to survey the precipitation of struvite follows the ratio of Mg2+/PO43- and the ratio of NH4+/PO43-, the
experiment was carried out with the environment condition of pH was set of 9.00. The results of calculation
response was showed in Figure 3 as follows:
KET TUA
0.295
The precipitation
volume
Optimum point
0.24
0.185
0.13
1.00
1.13
3.50
1.25
B: Mg/PO4
Mg2+ /PO43-
2.88
2.25
1.38
1.63
1.50
1.00
+
3-
4 /PO4
C:NH
NH4/PO4
Figure 3: Surface response of the Mg2+/PO43-& NH4+/PO43-factors affected on the formation of struvite
From the above analysis values, the expected function values given by the DX7 software are expressed in
Eq(3).
𝑌 = −7.0799 + 156675𝑋1 − 0.21575𝑋2 + 0.063683𝑋3 + 1.5 × 10−3 𝑋1 𝑋2 − 0.018020𝑋1 𝑋3
+ 0.01772𝑋3 𝑋2 − 0.082042𝑋12 + 0.064134𝑋22 + 0.021256𝑋32
(3)
Where Y is the expected precipitate; X1 is value of pH; X2 is value of Mg2+/PO43-;X3is value of NH4+/PO43-.
3.4 MAP recovery from wastewater
For the solids tests, the sediments collected from the bottom of the process were purified using acid and alkali
solutions. The properties of the recovered crystals were analyzed by the XRD analyses in Figure 4 and SEM
showed in Figure 5.
Figure 4: The X-ray diffraction analysis of the recovered crystals
228
The XRD pattern (position and intensity of the peaks) generated from the crystals matched the reference
values, indicated that the precipitated crystals were MAP. The SEM analysis showed that the Struvite
crystallized in the orthorhombic system and irregular-shaped. Crystals were in coarse shape and their size
varied from couple of µm to several dozen of µm.
Figure 5: SEM picture of the recovered crystals
4. Conclusion
Using the mathematical model of experimental planning with surface response, the optimum concentration for
the struvite precipitate medium was determined with three factors pH, Mg2+/PO43- and NH4+/PO43-. The three
factors as well as the interaction between these factors affected on the process of creating struvite. This
method also determined the optimum level of the three factors: pH was 9.0; the ratio of Mg2+/PO43-was 1.25
and the ratio of NH4+/PO43- was 4.35. The precipitation volume obtained with the optimum parameters was
0.3401g/300mLof the wastewater.
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