| Literature DB >> 35335569 |
Mohammed F Hamza1,2, Adel A-H Abdel-Rahman3, Alyaa S Negm3, Doaa M Hamad3, Mahmoud S Khalafalla2, Amr Fouda4, Yuezhou Wei1,5, Hamada H Amer6, Saad H Alotaibi6, Adel E-S Goda7.
Abstract
The synthesis and developments of magnetic chitosan nanoparticles for high efficiency removal of the cadmium ions from aquatic medium are one of the most challenging techniques. Highly adsorptive composite (MCH-ATA) was produced by the reaction of chitosan with formaldehyde and amino thiazole derivative. The sorbent was characterized by FTIR, elemental analyses (EA), SEM-EDX, TEM analysis, TGA and titration (volumetric). The modified material includes high nitrogen and sulfur contents (i.e., 4.64 and 1.35 mmol g-1, respectively), compared to the pristine material (3.5 and 0 mmol g-1, respectively). The sorption was investigated for the removal of Cd(II) ions from synthetic (prepared) solution before being tested towards naturally contaminated groundwater in an industrial area. The functionalized sorbent shows a high loading capacity (1.78 mmol Cd g-1; 200 mg Cd g-1) compared to the pristine material (0.61 mmol Cd g-1; 68.57 mg Cd g-1), while removal of about 98% of Cd with capacity (6.4 mg Cd g-1) from polymetallic contaminated groundwater. The sorbent displays fast sorption kinetics compared to the non-modified composite (MCH); 30 min is sufficient for complete sorption for MCH-ATA, while 60-90 min for the MCH. PFORE fits sorption kinetics for both sorbents, whereas the Langmuir equation fits for MCH and Langmuir and Sips for MCH-ATA for sorption isotherms. The TEM analysis confirms the nano scale size, which limits the diffusion to intraparticle sorption properties. The 0.2 M HCl solution is a successful desorbing agent for the metal ions. The sorbent was applied for the removal of cadmium ions from the contaminated underground water and appears to be a promising process for metal decontamination and water treatment.Entities:
Keywords: functionalization; industrial area; magnetic chitosan nanoparticles; sorption isotherms; uptake kinetics; water treatment
Year: 2022 PMID: 35335569 PMCID: PMC8954473 DOI: 10.3390/polym14061240
Source DB: PubMed Journal: Polymers (Basel) ISSN: 2073-4360 Impact factor: 4.329
Figure 1SEM (a) and TEM (b) analysis of MCH-ATA.
Figure 2TGA analysis of MCH and MCH-ATA sorbents.
Figure 3FTIR analysis of sorbents MCH and MCH-ATA at different stages of sorption and after 5 cycles of sorption desorption processes.
Assignments of FTIR peaks for MCH, MCH-ATA (before and after Cd(II) sorption, and after 5 cycles of sorption and desorption).
| Assignment | MCH | MCH-ATA | Loaded | Elution 5 Cycles | Ref. |
|---|---|---|---|---|---|
| O-H overlapped with N-H str. | 3427 | 3447, 3197 | 3404 | 3412 | [ |
| C-H str. | 2917, 2850 | 2921, 2853 | 2847, 2917 | 2923, 2852 | [ |
| C = O of carboxylic acid | 1728 | 1727 | [ | ||
| C = O str. overlapped with C = C and C = N | 1638 | 1620 | 1621 | 1619 | [ |
| N-H bend. | 1513 | 1511 | [ | ||
| CH3 symm. def., C-N str. | 1383 | 1387, 1301 | 1300 | 1383 | [ |
| C-O-C asymm. str., C-O str, and C-N str. | 1117 | 1219, | [ | ||
| Skeletal C-O str. | 1019 | [ | |||
| β-D-glucose | 886 | 1129 | 895 | ||
| C-O- epoxy | [ | ||||
| C-O-S str. | 720 | [ | |||
| -(CH2)n- rocking | 633 (broad) | 601 (broad) | 620 | [ | |
| O-H out of plane bend. Fe-O and/or C-S | 572 | 583 | [ |
Figure 4SEM-EDX analysis of MCH and MCH-ATA sorbent.
Scheme 1Synthetic route of thiazole derivative nanoparticles.
Scheme 2Tautomeric effect of thiazole ring at slight acidic pH values.
Figure 5pHpzc profiles of MCH and MCH-ATA using pH-drift method.
Figure 6The average values with error bars of the pH effect on Cd(II) sorption using MCH and MCH-ATA at different temperatures.
Figure 7The average values with error bars of the three experiments for modeling of uptake kinetics of PFORE for MCH and MCH-ATA.
Uptake kinetics modeling for Cd(II) removal using MCH and MCH-ATA sorbents.
| Sorbent | MCH | MCH-ATA | ||||||
|---|---|---|---|---|---|---|---|---|
| Model | Parameter | Run No. | 1 | 2 | 3 | 1 | 2 | 3 |
| Exp. | qeq.exp. | 0.3397 | 0.3421 | 0.3467 | 1.0576 | 1.0287 | 1.0622 | |
| PFORE | qeq.1 | 0.3261 | 0.3304 | 0.3575 | 1.032 | 1.033 | 1.0979 | |
| k1 × 102 | 2.777 | 2.999 | 2.746 | 3.996 | 3.998 | 3.958 | ||
| R2 | 0.9677 | 0.9791 | 0.9971 | 0.9786 | 0.9694 | 0.9797 | ||
| AIC | −63.453 | −60.953 | −64.939 | −47.776 | −42.109 | −43.884 | ||
| PSORE | qeq.2 | 0.3082 | 0.314 | 0.3123 | 0.8918 | 0.8797 | 0.8796 | |
| k2 × 103 | 4.996 | 4.029 | 3.995 | 3.696 | 4.427 | 4.437 | ||
| R2 | 0.8177 | 0.8091 | 0.8671 | 0.7286 | 0.7994 | 0.7092 | ||
| AIC | −44.754 | −39.389 | −38.613 | −39.313 | −32.767 | −34.551 | ||
| RIDE | De × 1013 | 3.6948 | 3.745 | 3.799 | 1.161 | 1.117 | 1.1255 | |
| R2 | 0.8371 | 0.8169 | 0.8032 | 0.8073 | 0.8185 | 0.8196 | ||
| AIC | −60.276 | −57.677 | −60.994 | −44.049 | −41.867 | −40.151 | ||
Figure 8Average values of Langmuir and Sips modeling equations for Cd(II) sorption (with error bars) for MCH and MCH-ATA sorbents.
Modeling of Cd(II) sorption isotherms of MCH and MCH-ATA sorbents at pH0 5. Parameters of Langmuir, Freundlich, Sips and Temkin equations.
| Model | Sorbent | MCH | MCH-ATA | ||||
|---|---|---|---|---|---|---|---|
| Parameter | 1 | 2 | 3 | 1 | 2 | 3 | |
| Experiment | qm,exp. | 0.607 | 0.615 | 0.621 | 1.755 | 1.792 | 1.785 |
| Langmuir | qm,L | 0.712 | 0.724 | 0.738 | 1.847 | 1.897 | 1.825 |
| bL | 1.154 | 1.394 | 1.594 | 2.794 | 2.596 | 2.453 | |
| R2 | 0.9985 | 0.9857 | 0.9687 | 0.9719 | 0.9840 | 0.9858 | |
| AIC | −83.849 | −88.094 | −80.843 | −62.457 | −66.551 | −66.4 | |
| Freundlich | kF | 0.439 | 0.364 | 0.453 | 1.194 | 1.285 | 1.353 |
| nF | 1.9747 | 2.01933 | 1.9978 | 2.503 | 2.6057 | 2.6983 | |
| R2 | 0.6767 | 0.6856 | 0.65869 | 0.7484 | 0.7746 | 0.7518 | |
| AIC | −25.316 | −24.213 | −22.225 | 8.8787 | 6.078 | 6.495 | |
| Sips | qm,S | 0.5975 | 0.6385 | 0.6982 | 1.8096 | 1.8257 | 1.8164 |
| bS | 2.7564 | 2.4837 | 2.4584 | 3.5192 | 3.4969 | 3.5014 | |
| nS | 0.7004 | 0.6957 | 0.7146 | 3.0038 | 2.9605 | 2.8758 | |
| R2 | 0.91587 | 0.90584 | 0.8918 | 0.9879 | 0.9583 | 0.9958 | |
| AIC | −76.5345 | −70.0205 | −71.78 | −62.265 | −61.279 | −63.293 | |
| Temkin | AT | 12.5718 | 14.0 | 13.01 | 23.0293 | 25.873 | 21.2771 |
| bT | 856 | 875 | 817 | 1025 | 1067 | 986 | |
| R2 | 0.6579 | 0.70371 | 0.81174 | 0.8.047 | 0.83375 | 0.81743 | |
| AIC | −12.7 | −13.97 | −12.87 | −22.37 | −23.9 | −23.837 | |
Comparison of the sorption performance with sorbents (biosorbents and synthetic materials) in the literature for the MCH and MCH-ATA.
| Sorbent | PH | Equilibrium | Temp. | Initial Conc. mgL−1 | qm | Ref. |
|---|---|---|---|---|---|---|
| Rice-husk | 6 | 90 | 32± 0.5 | 200 | 0.13 | [ |
| Carboxylate of corn stalk | 5.8 | 60 | 24.85 | 100 | 0.42 | [ |
| EDTA-treated; | 5 | 60 | 25 °C | 100 | 0.29 | [ |
| beads of Ca-alginate | 6 | 480 | 23 ± 1 | 50 | 0.28 | [ |
| Ca-alginate beads; | 6 | 480 | 23 ± 1 | 150 | 0.58 | [ |
| Functionalized HEMA-PGMA resin with DETA | 5 | 50 | R.Temp | 500 | 0.32 | [ |
| Methylphosphonic functionalized PS-resin | 5 | 180 | 19.85 | 112 | 0.34 | [ |
| Amberlite IR (120) | 4–8 | 300 | 19.85 | 112 | 0.9 | [ |
| Crosslinked resin polyaminophosphonate | 4 | 240 | 50 | 1000 | 0.48 | [ |
| Duolite ES-467 resin | 4.8 | 90 | 60 | 140 | 0.15 | [ |
| 001 × 7 cationic resin | 4–5 | 120 | 19.85 | 500 | 3.16 | [ |
| Anion exchanger aminated fibers | 3 | 60 | 54 | 92.65 | 1.12 | [ |
| Magnetite chitosan hydrazinyl amine (HAHZ-MG-CH) | 5 | 60 | 22 | 300 | 2.67 | [ |
| Chitosan Alginate 1: 2 (CA#2) | 5 | 50 | 23 (±3) | 350 | 1.42 | [ |
| Chitosan Alginate 1: 3 (CA#3) | 5 | 50 | 23 (±3) | 350 | 1.89 | [ |
| Chitosan Alginate 1: 4 (CA#4) | 5 | 50 | 23 (±3) | 350 | 1.616 | [ |
| Commercial activated carbon (CGAC) | 4 | 180 | 30 | 400 | 015 | [ |
| MCH | 4 | 60 | 22 (±2) | 400 | 0.61 | This work |
| MCH-ATA | 4 | 30 | 22 (±2) | 400 | 1.78 | This work |
R. Temp. = Room temperature.
Figure 9Selectivity coefficient of Cd metal against some heavy elements at different pH values.
Sorbent recycling (MCH and MCH-ATA) for Cd(II) sorption with sorption and desorption efficiencies.
| Sorbent | Sorption Efficiency (%) | Desorption Efficiency (%); Using 0.2 M HCl | |||
|---|---|---|---|---|---|
| Cycle | Average | St. Dev. | Average | St. Dev. | |
| MCH | #1 | 16.15 | 1.97 | 99.439 | 1.528 |
| #2 | 15.65 | 1.83 | 100.00 | 0.069 | |
| #3 | 15.23 | 1.65 | 99.96 | 0.234 | |
| #4 | 14.91 | 1.57 | 100.00 | 0.04 | |
| #5 | 14.52 | 1.56 | 99.75 | 0.357 | |
| MCH-ATA | #1 | 46.89 | 0.53 | 99.71 | 0.319 |
| #2 | 46.41 | 0.75 | 100.00 | 0.153 | |
| #3 | 45.85 | 0.68 | 99.71 | 0.805 | |
| #4 | 45.54 | 1.03 | 99.81 | 0.552 | |
| #5 | 45.17 | 0.86 | 100.00 | 0.109 | |
Figure 10Removal efficiency % for MCH-ATA after treatment of contaminated ground water at different pH values.