Journal of Inorganic Materials ›› 2020, Vol. 35 ›› Issue (2): 193-198.DOI: 10.15541/jim20190103
• RESEARCH PAPER • Previous Articles Next Articles
CHENG Fu-Qiang,JI Tian-Tian,XUE Min(),MENG Zi-Hui,WU Yu-Kai
Received:
2019-03-11
Revised:
2019-05-28
Published:
2020-02-20
Online:
2019-06-17
Supported by:
CLC Number:
CHENG Fu-Qiang,JI Tian-Tian,XUE Min,MENG Zi-Hui,WU Yu-Kai. Thiohydroxy-functionalized Mesoporous Materials: Preparation and its Adsorption to Cr6+[J]. Journal of Inorganic Materials, 2020, 35(2): 193-198.
Fig.1 Morphologies of SBA-15 and thiohydroxy-functionalized mesoporous material SBA-15-SH (a) SEM image and (b) TEM image of SBA-15; (c) SEM image and (d) TEM image of SBA-15-SH
Adsorption equation | k | qe/(mg·g-1) | R2 |
---|---|---|---|
Lagergren first order equation $In(q_{e}- q_{1})= Inq_{e}-kt$ | 0.351 | 5.737 | 0.9662 |
Lagergren second order equation $\frac{t}{q_{t}}=\frac {1}{kq^{2}_{e}}+\frac {t}{q_{e}}$ | 1.44×10-4 | 6.930 | 0.9950 |
Table 1 Adsorption kinetics fitting results
Adsorption equation | k | qe/(mg·g-1) | R2 |
---|---|---|---|
Lagergren first order equation $In(q_{e}- q_{1})= Inq_{e}-kt$ | 0.351 | 5.737 | 0.9662 |
Lagergren second order equation $\frac{t}{q_{t}}=\frac {1}{kq^{2}_{e}}+\frac {t}{q_{e}}$ | 1.44×10-4 | 6.930 | 0.9950 |
Isothermal model | K | qm | 1/n | R2 |
---|---|---|---|---|
Langmuir $\frac{c_{e}}{q_{e}}=\frac{c_{e}}{q_{m}}+\frac{1}{Kq_{m}}$ | 2.89 | 6.86 | - | 0.9899 |
Freundlich $Inq_{e}= InK_{F}+\frac{Inc_{e}}{n}$ | - | - | 1.849 | 0.7494 |
Table 2 Isothermal adsorption data fitting
Isothermal model | K | qm | 1/n | R2 |
---|---|---|---|---|
Langmuir $\frac{c_{e}}{q_{e}}=\frac{c_{e}}{q_{m}}+\frac{1}{Kq_{m}}$ | 2.89 | 6.86 | - | 0.9899 |
Freundlich $Inq_{e}= InK_{F}+\frac{Inc_{e}}{n}$ | - | - | 1.849 | 0.7494 |
Sample | Added/(mg·L-1) | Found/(mg·L-1) | Recovery /% |
---|---|---|---|
Tap water | 0 | 0.01 | - |
0.2 | 0.20 | 95 | |
0.5 | 0.50 | 98 | |
1.0 | 0.97 | 96 | |
Industry waste water | 0 | 0.20 | - |
0.2 | 0.41 | 105 | |
0.5 | 0.68 | 96 | |
1.0 | 1.21 | 101 |
Table 3 Determination of Cr6+ in spiked real water sample
Sample | Added/(mg·L-1) | Found/(mg·L-1) | Recovery /% |
---|---|---|---|
Tap water | 0 | 0.01 | - |
0.2 | 0.20 | 95 | |
0.5 | 0.50 | 98 | |
1.0 | 0.97 | 96 | |
Industry waste water | 0 | 0.20 | - |
0.2 | 0.41 | 105 | |
0.5 | 0.68 | 96 | |
1.0 | 1.21 | 101 |
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