| Literature DB >> 35427386 |
Zhen Jiao1,2, Yu Zhou2, Zhijia Miao2, Xueyou Wen2, Yupan Yun2.
Abstract
This study primarily focused on how to effectively remove nitrate by catalytic denitrification through zero-valent iron (Fe0) and Pd-Ag catalyst. Response surface methodology (RSM), instead of the single factor experiments and orthogonal tests, was firstly applied to optimize the condition parameters of the catalytic process. Results indicated that RSM is accurate and feasible for the condition optimization of catalytic denitrification. Better catalytic performance (71.6% N2 Selectivity) was obtained under the following conditions: 5.1 pH, 127 min reaction time, 3.2 mass ration (Pd: Ag), and 4.2 g/L Fe0, which was higher than the previous study designed by single factor experiments and orthogonal tests, 68.1% and 68.7% of N2 Selectivity, respectively. However, under this optimal conditions, N2 selectivity showed a mild decrease (69.3%), when the real wastewater was used as influent. Further study revealed that cations (K+, Na+, Ca2+, Mg2+, and Al3+) and anions (Cl-, HCO3-, and SO42-) exist in wastewater could have distinctive influence on N2 selectivity. Finally, the reaction mechanism and kinetic model of catalytic denitrification were further studied.Entities:
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Year: 2022 PMID: 35427386 PMCID: PMC9012368 DOI: 10.1371/journal.pone.0266057
Source DB: PubMed Journal: PLoS One ISSN: 1932-6203 Impact factor: 3.240
Fig 1Schematic of the reactor (1: Influent; 2: Magnetic stirrer; 3: Rotor; 4: Reactor; 5: Effluent; 6: Thermometer; 7: pH meter; 8: Automatic titrator).
Levels of Box-Behnken design.
| Factor | Levels | ||
|---|---|---|---|
| -1 | 0 | +1 | |
|
| 4.1 | 5.1 | 6.1 |
|
| 90 | 120 | 150 |
|
| 2:1 | 3:1 | 4:1 |
| 3 | 4 | 5 | |
Regression equation coefficients and T test.
| Term | Coefficient | Standard error coefficient | T-Value | P-Value |
|---|---|---|---|---|
|
| 69.67 | 1.12 | 62.14 | 0.000 |
|
| 0.583 | 0.561 | 1.04 | 0.019 |
|
| 1.000 | 0.561 | 1.78 | 0.100 |
|
| 1.833 | 0.561 | 3.27 | 0.007 |
|
| 1.750 | 0.561 | 3.12 | 0.009 |
| -17.708 | 0.841 | -21.06 | 0.000 | |
| -2.500 | 0.971 | -2.57 | 0.024 | |
| 0.500 | 1.14 | 0.44 | 0.670 | |
| -1.250 | 0.971 | -1.29 | 0.222 | |
| -2.833 | 0.841 | -3.37 | 0.006 | |
| 0.750 | 0.971 | 0.77 | 0.455 | |
| 1.250 | 0.971 | 1.29 | 0.222 | |
| -2.833 | 0.841 | -3.37 | 0.006 | |
| 0.250 | 0.971 | 0.26 | 0.801 | |
|
| -1.958 | 0.841 | -2.33 | 0.038 |
Note: P < 0.05, significant level; P > 0.05, below significant level [16].
Analysis of variance (ANOVA) results of the quadratic experimental model.
| Source | DF | Adj SS | Adj MSS | F-Value | P-Value |
|---|---|---|---|---|---|
| Model | 14 | 596.935 | 42.638 | 8.13 | 0.000 |
| Linear | 4 | 138.167 | 34.542 | 6.59 | 0.005 |
| X1 | 1 | 65.333 | 65.333 | 12.46 | 0.004 |
| X2 | 1 | 24.083 | 24.083 | 4.59 | 0.053 |
| X3 | 1 | 36.750 | 36.750 | 7.01 | 0.021 |
| X4 | 1 | 12.000 | 12.000 | 2.29 | 0.156 |
| Square | 4 | 447.519 | 111.880 | 21.34 | 0.000 |
| X1 X1 | 1 | 436.009 | 436.009 | 83.16 | 0.000 |
| X2 X2 | 1 | 45.370 | 45.370 | 8.65 | 0.012 |
| X3X3 | 1 | 25.037 | 25.037 | 4.78 | 0.049 |
| X4X4 | 1 | 17.120 | 17.120 | 3.27 | 0.096 |
| 2-way interaction | 6 | 11.250 | 1.875 | 0.36 | 0.892 |
| X1 X2 | 1 | 1.000 | 1.000 | 0.19 | 0.670 |
| X1 X3 | 1 | 1.000 | 1.000 | 0.19 | 0.670 |
| X1 X4 | 1 | 9.000 | 9.000 | 1.72 | 0.215 |
| X2 X3 | 1 | 0.250 | 0.250 | 0.05 | 0.831 |
| X2 X4 | 1 | 0.000 | 0.000 | 0.00 | 1.000 |
| X3X4 | 1 | 0.000 | 0.000 | 0.00 | 1.000 |
| Error | 12 | 62.917 | 5.243 | ||
| Total | 26 | 659.852 | |||
| Lack-of-Fit | 10 | 60.917 | 6.092 | 6.09 | 0.149 |
| Pure error | 2 | 2.000 | 1.000 |
R2 = 90.47%.
Fig 2Residual plots for N2 selectivity.
Fig 3Response surface (Left) and Contour plots (Right) between two factors (a) X1 and X2; (b) X1 and X3; (c) X1 and X4; (d) X2 and X3; (e) X2 and X4; (f) X3 and X4.
Canonical analysis of response surface.
| Factor | X1 | X2 | X3 | X4 | Type of stable point |
|---|---|---|---|---|---|
|
| 0.13 | 0.23 | 0.41 | 0.23 | maximum value |
|
| 5.1 | 127 | 3.2 | 4.2 | 69.8% |
N2 selectivity with different designs.
| Design method | pH | Time (min) | Pd:Ag mass ratio | Fe0 dosage (g/L) | N2 selectivity (%) |
|---|---|---|---|---|---|
| Single-factor design | 5.2 | 120 | 3:1 | 4 | 68.1 |
| Orthogonal test | 4.2 | 120 | 3:1 | 5 | 68.7 |
| RSM design | 5.1 | 127 | 3.2:1 | 4.2 | 71.6 |
Water quality analyses of the effluent.
| Water sample | pH | NO3--N (mg/L) | NH4+-N (mg/L) | NO2--N (mg/L) | TN (mg/L) | N2 selectivity (%) |
|---|---|---|---|---|---|---|
|
| 8.4 | 10.2 | 3.3 | 0.2 | 14.7 | 69.3 |
|
| 8.2 | 8.9 | 3.4 | 0.1 | 13.6 | 71.6 |
Fig 4Catalytic performances with different cations (a) and anions (b) in solution.
Fig 5a: Role of Fe0 in catalytic process; b: XRD patterns.
Fig 6Catalytic process for nitrate reduction.
First-order kinetics of catalytic denitrification with different catalysts.
| Catalysts | Kinetic equation | R2 | Rate constant 102 (min-1) | |||||
|---|---|---|---|---|---|---|---|---|
| k | k1 | k2 | k3 | k4 | k5 | |||
|
| y = 0.0077x+0.9763 | 0.9972 | 0.77 | 0.14 | 0.43 | 0.26 | 0.37 | 0.53 |
|
| y = 0.006x+0.9939 | 0.9976 | 0.60 | 0.08 | 0.32 | 0.24 | 0.32 | 0.42 |
|
| y = 0.0121x+1.0223 | 0.9968 | 1.21 | 0.23 | 0.79 | 0.35 | 0.47 | 0.86 |
|
| y = 0.0209x+0.8919 | 0.9977 | 2.09 | 0.46 | 1.12 | 0.68 | 0.81 | 1.24 |
|
| y = 0.0094x+0.9799 | 0.9964 | 0. 94 | 0.15 | 0.61 | 0.29 | 0.43 | 0.73 |
|
| y = 0.0414x+0.5349 | 0.9982 | 4.14 | 0.88 | 2.11 | 1.21 | 1.32 | 2.25 |