| Literature DB >> 25610635 |
Roshanak Rezaei Kalantary1, Anoushiravan Mohseni-Bandpi2, Ali Esrafili1, Simin Nasseri3, Fatemeh Rashid Ashmagh1, Sahand Jorfi4, Mahsa Ja'fari5.
Abstract
Bioremediation has shown its applicability for removal ofEntities:
Keywords: Bioremediation; Biostimulation; Macro/Micro nutrient; Phenanthrene; Polycyclic aromatic hydrocarbons
Year: 2014 PMID: 25610635 PMCID: PMC4301987 DOI: 10.1186/s40201-014-0143-1
Source DB: PubMed Journal: J Environ Health Sci Eng
Twelve-trial Plackett–Burman design to study eleven factors in phenanthrene removal from soil: a comparison of experimented and predicted removal [22]
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Variables showing medium components used in Plackett–Burman design
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| KH2PO4 | 3 | 0.5 |
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| K2HPO4 | 3 | 0.5 |
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| NH4NO3 | 6.1 | 0.4 |
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| MgSO4 | 0.5 | 0.1 |
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| FeCL3 | 0.2 | 0.01 |
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| NaCl | 0.8 | 0.01 |
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| ZnSO4.H2O | 0.00005 | 0.02 |
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| MnSO4.H2O | 0.004 | 0.0002 |
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| CuSO4.5H2O | 0.0004 | 0.00002 |
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| FeSO4.7H2O | 0.001 | 0.1 |
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| Trace elements | 1 mL | 1 mL |
The trace elements of nutrient solutions
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| H3BO3 | 13 × 10 −3 | 5 × 10 −3 |
| Na2MoO4 | 1 × 10 −5 | 1.4 × 10 −6 |
| CoCl2 | 1 × 10 −4 | 1 × 10 −4 |
| NiCl2 | 2 × 10 −4 | 2 × 10 −4 |
Figure 1Removal efficiency of phenanthrene for various nutrient solutions.
Figure 2The individual effect of each factor on phenanthrene removal efficiency, a) Pareto chart and b) the main effect plot.
Analysis of variance for phenanthrene removal
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| A:Factor_A | 2836.69 | 1 | 2836.69 | 5663.94 | 0.0000 |
| B:Factor_B | 2120.02 | 1 | 2120.02 | 4232.99 | 0.0000 |
| C:Factor_C | 13608.1 | 1 | 13608.1 | 27170.85 | 0.0000 |
| D:Factor_D | 46.0208 | 1 | 46.0208 | 91.89 | 0.0000 |
| E:Factor_E | 756.841 | 1 | 756.841 | 1511.16 | 0.0000 |
| F:Factor_F | 196.021 | 1 | 196.021 | 391.39 | 0.0000 |
| G:Factor_G | 1230.19 | 1 | 1230.19 | 2456.28 | 0.0000 |
| H:Factor_H | 159.141 | 1 | 159.141 | 317.75 | 0.0000 |
| I:Factor_I | 50.8408 | 1 | 50.8408 | 101.51 | 0.0000 |
| J:Factor_J | 521.401 | 1 | 521.401 | 1041.07 | 0.0000 |
| K:Factor_K | 1516.5 | 1 | 1516.5 | 3027.96 | 0.0000 |
| Total error | 18.03 | 36 | 0.500833 | ||
| Total (corr.) | 23059.8 | 47 |
R-squared = 99.9218 percent; R-squared (adjusted for df) = 99.8979 percent; Standard Error of Est. = 0.707696.
Mean absolute error = 0.50625; Durbin-Watson statistic = 3.14504 (P = 0.9982).
Lag 1 residual autocorrelation = −0.573073.
Figure 3The GC-MS analysis of naturally contaminated soil.
The PAHs removal efficiency in naturally contaminated soil
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| Phenanthrene | 72 | 31 | 56.9 ± 2.3 | 41.2 ± 1.4 | 30.5 ± 1.6 |
| Pyrene | 61 | 29 | 52.4 ± 2.6 | 37.5 ± 3.6 | 33.6 ± 2.8 |
| Anthracene | 92 | 26 | 71.7 ± 1.9 | 68.7 ± 2.5 | 50.3 ± 3.4 |
| Flourene | 46 | 27 | 41.3 ± 3.3 | 25.2 ± 4.2 | 22.8 ± 2.7 |
Factor settings at optimum conditions determines by Plackett-Burman design
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| Factor_A | KH2PO4 | 0.996965 | 2.99 ( g/L) |
| Factor_B | K2HPO4 | −0.850538 | 0.6868 ( g/L) |
| Factor_C | NH4NO3 | 0.997797 | 6.98 ( g/L) |
| Factor_D | MgSO4 | −0.995396 | 0.1007 ( g/L) |
| Factor_E | FeCL3 | −0.996413 | 0.0103 ( g/L) |
| Factor_F | NaCl | −0.99606 | 0.011556 ( g/L) |
| Factor_G | ZnSO4.H2O | 0.997174 | 0.0499576 (mg/L) |
| Factor_H | MnSO4.H2O | 0.984212 | 3.96858 (mg/L) |
| Factor_I | CuSO4.5H2O | 0.879905 | 0.37718 (mg/L) |
| Factor_J | FeSO4.7H2O | −0.958447 | 0. 0305687 (mg/L) |
| Factor_K | H3BO3 | 0.999567 | 12.998 (mg/L) |
| Na2MoO4 | 0.999 × 10 −2 (mg/L) | ||
| CoCl2 | 0.1 (mg/L) | ||
| NiCl2 | 0.2 (mg/L) | ||