| Literature DB >> 35530684 |
Tengda Ding1, Tuo Huang1, Zhenhua Wu2, Wen Li1, Kexin Guo3, Juying Li1.
Abstract
Biochar application in agricultural soil for environmental remediation has received increasing attention, however, few studies are focused on sewage sludge based biochar. The present study evaluated the effect of raw sewage sludge and sewage sludge based biochars produced at different pyrolysis temperatures (100-700 °C) on the adsorption-desorption of carbendazim in soil. Sewage sludge derived biochar significantly enhanced the sorption affinity and limited the desorption capacity of the soil for carbendazim. A maximum removal efficiency of 98.9% and a greatest value of 144.05 ± 0.32 μg g-1 sorption capacity occurred in soil amended with biochar pyrolyzed at 700 °C (BC700). As the pyrolysis temperature and the amendment rate of biochars increased, the sorption of carbendazim was promoted and desorption was further inhibited. The adsorption-desorption hysteresis index of carbendazim was consistently higher in soils amended with biochars (>0.85) than in the unamended soil (0.42-0.68), implying that carbendazim could be immobilized in soil amended with sewage sludge derived biochars. The partition effect was dominant in the sorption process for carbendazim in the biochar-soil mixtures. This study will be helpful for the disposal of sewage sludge and its utilization, and it is the first report for the study the sorption-desorption process of carbendazim in soil amended with sewage sludge derived biochar. Furthermore, these findings may be also useful for understanding the distribution and transport of carbendazim in the environment and will be of great significance in remediation strategies for contaminated soil. This journal is © The Royal Society of Chemistry.Entities:
Year: 2019 PMID: 35530684 PMCID: PMC9074120 DOI: 10.1039/c9ra07263b
Source DB: PubMed Journal: RSC Adv ISSN: 2046-2069 Impact factor: 4.036
The physio-chemical properties of sewage sludge-based biochars produced at different temperatures. The data with different letters indicate significant differences (p < 0.05) among the biochars produced at different temperatures
| Sample | Molar ratios of elements in biochar | Surface area (m2 g−1) | Pore volume (cm3 g−1) | Pore diameter (nm) | ||
|---|---|---|---|---|---|---|
| H/C | O/C | (O + N)/C | ||||
| BC100 | 0.19 ± 0.00a | 1.01 ± 0.01a | 1.14 ± 0.01a | 1.93 | 9.73 × 10−3 | 20.22 |
| BC400 | 0.07 ± 0.00b | 0.71 ± 0.00b | 0.82 ± 0.01b | 34.19 | 1.05 × 10−1 | 12.26 |
| BC500 | 0.05 ± 0.00c | 0.75 ± 0.01b | 0.86 ± 0.01b | 34.51 | 8.41 × 10−2 | 9.74 |
| BC600 | 0.05 ± 0.00c | 0.88 ± 0.05c | 0.97 ± 0.05c | 53.21 | 1.16 × 10−1 | 8.71 |
| BC700 | 0.05 ± 0.00c | 0.89 ± 0.05c | 0.94 ± 0.05c | 45.60 | 9.56 × 10−2 | 8.39 |
Fig. 1Carbendazim sorption (a) and desorption (b) isotherms in soil amended with the sludge derived biochar pyrolyzed under different temperatures. Lines are Freundlich-fitted curves.
Adsorption–desorption parameters of carbendazim in soil amended with raw sewage sludge, activated carbon, and biochar with different percentage
| Samples | Addition rate (%) | Linear parameters | Adsorption | Desorption | Irreversibility | |||||
|---|---|---|---|---|---|---|---|---|---|---|
| Kd |
|
| 1/ |
|
| 1/ |
| TII | ||
| Raw sewage sludge | 0.5 | 0.0095 ± 0.00005 | 0.987 | 0.052 | 0.795 | 0.991 | 0.0016 | 0.934 | 0.999 | 0.149 |
| 1 | 0.0090 ± 0.00003 | 0.965 | 0.070 | 0.777 | 0.980 | 0.0028 | 0.845 | 0.995 | 0.080 | |
| 2 | 0.0112 ± 0.00002 | 0.975 | 0.035 | 0.831 | 0.996 | 0.0035 | 0.831 | 0.996 | 0 | |
| 10 | 0.0119 ± 0.00005 | 0.996 | 0.041 | 0.852 | 0.986 | 0.0015 | 0.933 | 0.995 | 0.087 | |
| BC700 | 0.5 | 0.070 ± 0.00005 | 0.730 | 0.221 | 0.663 | 0.987 | 0.0002 | 1.113 | 0.990 | 0.113 |
| 1 | 0.097 ± 0.00002 | 0.945 | 3.328 | 0.404 | 0.991 | 9.444 × 10−7 | 1.615 | 0.971 | 0.386 | |
| 2 | 0.316 ± 0.00002 | 0.748 | 0.269 | 0.885 | 0.996 | 3.994 × 10−8 | 1.861 | 0.999 | 0.524 | |
| 10 | 8.546 ± 0.00001 | 0.979 | 13.81 | 0.820 | 0.980 | 4.302 × 10−6 | 0.619 | 0.967 | — | |
K d indicated the distribution coefficient for the sorption of carbendazim in soil amended with/without biochar.
K f,ads indicated the Freundlich sorption coefficient for the sorption of carbendazim in soil amended with/without biochar.
K f,des indicated the Freundlich desorption coefficient for the desorption of carbendazim in soil amended with/without biochar.
TII denoted hysteresis index for adsorption–desorption hysteresis of carbendazim in soil amended with/without biochar.
Fig. 2The adsorption (a) and desorption (b) of carbendazim by BC700 and raw sewage sludge–amended soil at different addition rates.
Partition coefficients and maximum adsorption of carbendazim in un-amended soil and soil amended with biochar at different temperatures
| Samples |
|
|
|
|---|---|---|---|
| BC100 | 0.0116 | 7.33 | 0.908 |
| BC200 | 0.0119 | 8.42 | 0.949 |
| BC300 | 0.0190 | 2.70 | 0.995 |
| BC400 | 0.0168 | 4.04 | 0.987 |
| BC500 | 0.0221 | 3.32 | 0.921 |
| BC600 | 0.0238 | 8.99 | 0.918 |
| BC700 | 0.1157 | 5.92 | 0.999 |
| Un-amended soil | 0.0016 | 3.41 | 0.987 |
K p was partition coefficient.
Q max A was the estimated maximum adsorption capacity.