Sewage Sludge ZnCl2-Activated Carbon Intercalated MgFe–LDH Nanocomposites: Insight of the Sorption Mechanism of Improved Removal of Phenol from Water
Abstract
:1. Introduction
2. Results
2.1. Characterization of AC–MgFe Composites
2.2. Phenol adsorption Performance (qe) of AC–MgFe Composites at Varied Initial pH
3. Discussion
3.1. Influence of AC–MgFe-2 Dosage and Adsorption Contact Time on Phenol Uptake, qe
3.2. Phenol Adsorption Kinetics
3.3. Phenol Adsorption Isotherms
3.4. Phenol Adsorption Thermodynamic
3.5. Reusability of AC–MgFe Composite
3.6. Adsorption Mechanism of Phenol Onto AC–MgFe Composite
3.7. Comparison with Other Adsorbents
4. Materials and Methods
4.1. Materials
4.2. Syntheses of ZnCl2-Activated Carbon Decorated MgFe LDH (AC–MgFe) Composites
4.3. AC–MgFe Composites Characterization
4.4. Phenol Uptake from Water Experiment
4.5. Evaluation of Phenol Sorption Mechanism onto Activated Carbon–MgFe Composite
5. Conclusions
Supplementary Materials
Author Contributions
Funding
Acknowledgments
Conflicts of Interest
References
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AC–MgFe-1 | AC–MgFe-2 | AC–MgFe-3 | |
---|---|---|---|
BET surface area (m2/g) | 257.22 | 233.76 | 168.92 |
Pore volume (cm3/g) | 0.23 | 0.27 | 0.21 |
Micropore volume (DR method) (cm3/g) | 0.18 | 0.18 | 0.17 |
Pore diameter (based on BJH) (nm) | 3.36 | 3.36 | 3.42 |
Adsorbent | Co | Pseudo First Order | Pseudo Second Order | ||||||
---|---|---|---|---|---|---|---|---|---|
qe (exp) | qe | k1 | R2 | qe | k2 × 10−2 | h | R2 | ||
AC-MgFe-2 | 20 | 14.85 | 35.46 | 0.09 | 0.826 | 19.44 | 0.27 | 0.60 | 0.997 |
60 | 40.68 | 280.81 | 0.10 | 0.731 | 54.05 | 0.24 | 0.71 | 0.992 | |
100 | 54.3 | 247.2 | 0.09 | 0.836 | 74.62 | 0.17 | 0.94 | 0.987 | |
Elovich | Intra particle diffusion qt = kd t1/2 + C | ||||||||
qe (exp) | α | β | R2 | Kp | C | R2 | |||
AC-MgFe-2 | 20 | 14.85 | 2.25 | 0.06 | 0.967 | 0.71 | 3.79 | 0.799 | |
60 | 40.68 | 1.71 | 0.08 | 0.977 | 2.82 | 0.04 | 0.966 | ||
100 | 54.3 | 1.39 | 0.33 | 0.952 | 3.95 | 0.71 | 0.933 |
Adsorbent | T (K) | Langmuir | Freundlich | ||||||
---|---|---|---|---|---|---|---|---|---|
qmax (mg/g) | KL | R2 | RMSE | KF | 1/n | R2 | RMSE | ||
AC-MgFe-2 | 298 | 138.69 | 0.003 | 0.997 | 0.001 | 4.01 | 1.26 | 0.996 | 0.046 |
308 | 139.77 | 0.004 | 0.994 | 0.001 | 3.70 | 1.25 | 0.996 | 0.047 | |
318 | 141.64 | 0.004 | 0.990 | 0.002 | 3.48 | 1.25 | 0.996 | 0.049 |
Adsorbent | pH | Time (Minutes) | Adsorption Capacity (mg/g) | References |
---|---|---|---|---|
Iron impregnated activated carbon | 7 | 90 | 20 | [35] |
Diethylenetriamine-modified activated carbon | 3 | 120 | 18.12 | [36] |
milled MgAl | - | 180 | 82.6 | [37] |
Aliquat 336 functionalized Zn-Al | 6.5 | 60 | 64.7 | [38] |
Calcined MgAl/SWCNT | 6 | 3600 | 219.0 | [23] |
AC-MgFe composite | 6 | 180 | 138.69 | This work |
T (K) | ∆G (kJ/mol) | ∆H (kJ/mol) | ∆S (kJ/mol K) | |
---|---|---|---|---|
AC–MgFe-2 | 298 | −0.39 | ||
308 | −0.32 | 3.85 | 0.011 | |
318 | −0.16 |
Sample | AC (g) | Mg:Fe Salts (g) (0.1:0.1)M |
---|---|---|
AC–MgFe-1 | 0.5 | 2.54:4.04 |
AC–MgFe-2 | 0.25 | 2.54:4.04 |
AC–MgFe-3 | 0.1 | 2.54:4.04 |
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Mu’azu, N.D.; Zubair, M.; Jarrah, N.; Alagha, O.; Al-Harthi, M.A.; Essa, M.H. Sewage Sludge ZnCl2-Activated Carbon Intercalated MgFe–LDH Nanocomposites: Insight of the Sorption Mechanism of Improved Removal of Phenol from Water. Int. J. Mol. Sci. 2020, 21, 1563. https://doi.org/10.3390/ijms21051563
Mu’azu ND, Zubair M, Jarrah N, Alagha O, Al-Harthi MA, Essa MH. Sewage Sludge ZnCl2-Activated Carbon Intercalated MgFe–LDH Nanocomposites: Insight of the Sorption Mechanism of Improved Removal of Phenol from Water. International Journal of Molecular Sciences. 2020; 21(5):1563. https://doi.org/10.3390/ijms21051563
Chicago/Turabian StyleMu’azu, Nuhu Dalhat, Mukarram Zubair, Nabeel Jarrah, Omar Alagha, Mamdouh A. Al-Harthi, and Mohammed H. Essa. 2020. "Sewage Sludge ZnCl2-Activated Carbon Intercalated MgFe–LDH Nanocomposites: Insight of the Sorption Mechanism of Improved Removal of Phenol from Water" International Journal of Molecular Sciences 21, no. 5: 1563. https://doi.org/10.3390/ijms21051563