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Frontiers of Environmental Science & Engineering

ISSN 2095-2201

ISSN 2095-221X(Online)

CN 10-1013/X

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2018 Impact Factor: 3.883

Front. Environ. Sci. Eng.    2019, Vol. 13 Issue (5) : 75    https://doi.org/10.1007/s11783-019-1159-7
RESEARCH ARTICLE
Optimization and modeling of coagulation-flocculation to remove algae and organic matter from surface water by response surface methodology
Ziming Zhao1,2, Wenjun Sun1,3(), Madhumita B. Ray2, Ajay K Ray2, Tianyin Huang4, Jiabin Chen4
1. School of Environment, Tsinghua University, Beijing 100084, China
2. Department of Chemical and Biochemical Engineering, Western University, London Ontario N6A 5B9, Canada
3. Research Institute for Environmental Innovation (Suzhou), Tsinghua University, Suzhou 215163, China
4. School of Environmental Science and Engineering, Suzhou University of Science and Technology, Suzhou 215009, China
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Abstract

Charge neutralization and sweep flocculation were the major mechanisms.

Effect of process parameters was investigated.

Optimal coagulation conditions were studied by response surface methodology.

ANN models presented more robust and accurate prediction than RSM.

Seasonal algal blooms of Lake Yangcheng highlight the necessity to develop an effective and optimal water treatment process to enhance the removal of algae and dissolved organic matter (DOM). In the present study, the coagulation performance for the removal of algae, turbidity, dissolved organic carbon (DOC) and ultraviolet absorbance at 254 nm (UV254) was investigated systematically by central composite design (CCD) using response surface methodology (RSM). The regression models were developed to illustrate the relationships between coagulation performance and experimental variables. Analysis of variance (ANOVA) was performed to test the significance of the response surface models. It can be concluded that the major mechanisms of coagulation to remove algae and DOM were charge neutralization and sweep flocculation at a pH range of 4.66–6.34. The optimal coagulation conditions with coagulant dosage of 7.57 mg Al/L, pH of 5.42 and initial algal cell density of 3.83 × 106 cell/mL led to removal of 96.76%, 97.64%, 40.23% and 30.12% in term of cell density, turbidity, DOC and UV254 absorbance, respectively, which were in good agreement with the validation experimental results. A comparison between the modeling results derived through both ANOVA and artificial neural networks (ANN) based on experimental data showed a high correlation coefficient, which indicated that the models were significant and fitted well with experimental results. The results proposed a valuable reference for the treatment of algae-laden surface water in practical application by the optimal coagulation-flocculation process.

Keywords Algae      Coagulation-flocculation      Response surface methodology      Artificial neural networks     
Corresponding Author(s): Wenjun Sun   
Issue Date: 16 October 2019
 Cite this article:   
Ziming Zhao,Wenjun Sun,Madhumita B. Ray, et al. Optimization and modeling of coagulation-flocculation to remove algae and organic matter from surface water by response surface methodology[J]. Front. Environ. Sci. Eng., 2019, 13(5): 75.
 URL:  
https://academic.hep.com.cn/fese/EN/10.1007/s11783-019-1159-7
https://academic.hep.com.cn/fese/EN/Y2019/V13/I5/75
Parameters Range Mean
pH 7.08–8.45 7.48
Temperature (°C) 25–28 27
Cell density (106 cell/mL) 4.2–5.8 4.6
Turbidity (NTU) 198–252 223
DOC (mg/L) 10.2–13.5 12.41
UV254 absorbance (m-1) 0.083–0.094 0.089
Tab.1  Water quality characteristics of Lake Yangcheng
Independent variables Coded and actual levels
-a/-1.682 -1 0 1 +a/1.682
X1 Alum dose (mg Al/L) 4.57 5.67 7.29 8.91 10.02
X2 pH 4.66 5.00 5.50 6.00 6.34
X3 Initial cell density (106 cell/mL) 2.32 3.00 4.00 5.00 5.68
Tab.2  Analytical factors and levels for RSM experimental design
Fig.1  Architecture of the three layers backpropagation artificial neural network (BPNN).
Fig.2  Algal species distribution on the raw water.
Fig.3  Effect of alum dosage on coagulation performance for the water samples with cell density of 4.55 × 106 cell/mL without pH adjustment (error bars represent the standard deviation from duplicate experiments)
Fig.4  Effect of pH on coagulation performance for the water samples with cell density of 4.5 × 106 cell/mL under the coagulation dosage 7.30 mg Al/L (error bars represent the standard deviation from duplicate experiments).
Fig.5  Effect of initial cell density on coagulation performance under the coagulation dosage 7.30 mg Al/L and pH of 5.5 (error bars represent the standard deviation from duplicate experiments).
Run Experimental variables Removal percentage (%)
Alum dosage/X1 (mg Al/L) pH/X2 Initial cell density/X3(E+06 cell/mL) Cell density Turbidity DOC UV254
1 5.67 5 3 93.90 81.25 48.63 28.29
2 8.91 5 3 92.84 92.12 46.35 20.61
3 5.67 6 3 89.50 78.69 41.64 19.24
4 8.91 6 3 91.54 91.26 40.86 28.85
5 5.67 5 5 86.05 85.05 38.88 27.18
6 8.91 5 5 96.86 91.47 44.02 15.01
7 5.67 6 5 83.24 87.06 40.15 24.36
8 8.91 6 5 94.67 92.81 47.12 20.11
9 4.57 5.5 4 91.69 76.71 37.67 25.85
10 10.02 5.5 4 92.17 89.37 47.63 23.99
11 7.29 4.66 4 93.73 97.42 45.88 28.09
12 7.29 6.34 4 90.12 87.68 45.29 25.43
13 7.29 5.5 2.32 93.13 97.25 48.19 26.01
14 7.29 5.5 5.68 92.74 93.69 43.40 23.96
15 7.29 5.5 4 96.92 95.94 50.75 30.43
16 7.29 5.5 4 97.53 95.93 51.55 29.95
17 7.29 5.5 4 97.35 96.21 51.24 30.13
18 7.29 5.5 4 97.78 96.02 51.40 30.42
19 7.29 5.5 4 96.98 96.00 50.96 30.61
20 7.29 5.5 4 97.06 95.94 51.04 30.04
Tab.3  CCD experimental design and experimental results
ANOVA Response
Turbidity DOC UV254 Cell density
R2 0.9089 0.9521 0.8931 0.8895
p-value 0.0006 <0.0001 0.0002 <0.0001
Std. dev. 2.73 1.35 1.90 1.65
Mean 90.89 46.13 25.93 93.29
C.V.% 3.00 2.81 7.31 1.77
PRESS 564.49 104.23 216.66 157.11
AP 11.13 15.82 10.99 11.58
Tab.4  ANOVA results for regression models
Fig.6  Surface plots of removal efficiency with the interaction of coagulant dosage and pH with initial cell density of 4.0 × 106 cell/mL, (a) Cell removal; (b) Turbidity removal; (c) DOC removal; (d) UV254 removal.
Fig.7  Overlaid contour plot for cell density, turbidity, DOC and UV254 removal percentage by alum coagulation. Data fitted by three-factor central composite design.
Dependent responses Topology Correlation coefficient (R2) Std. dev.
Training Validation Testing All
Cell density 3: 8: 1 0.9069 0.9188 0.8652 0.8855 1.3106
Turbidity 3: 10: 1 0.9741 0.9579 0.9647 0.9713 1.6387
DOC 3: 10: 1 0.9785 0.9010 0.9938 0.9731 1.2188
UV254 3: 10: 1 0.9469 0.9431 0.8133 0.8980 1.3675
Total 3: 10: 4 0.9903 0.9705 0.9735 0.9814 1.7859
Tab.5  Performance of ANN network models
Fig.8  The plots of predicted vs. actual values of removal efficiency by BPNN: (a) cell density; (b) Turbidity; (c) DOC; (d) UV254.
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