| Literature DB >> 16549016 |
Sara Di Toro1, Giulio Zanaroli, Fabio Fava.
Abstract
BACKGROUND: The biotreatability of actual-site polychlorinated biphenyl (PCB)-contaminated soils is often limited by their poor content of autochthonous pollutant-degrading microorganisms. In such cases, inoculation might be the solution for a successful bioremediation. Some pure and mixed cultures of characterized PCB degrading bacteria have been tested to this purpose. However, several failures have been recorded mostly due to the inability of inoculated microbes to compete with autochthonous microflora and to face the toxicity and the scarcity of nutrients occurring in the contaminated biotope. Complex microbial systems, such as compost or sludge, normally consisting of a large variety of robust microorganisms and essential nutrients, would have better chances to succeed in colonizing degraded contaminated soils. However, such sources of microorganisms have been poorly applied in soil bioremediation and in particular in the biotreatment of soil with PCBs. Thus, in this study the effects of Enzyveba, i.e. a consortium of non-adapted microorganisms developed from composted material, on the slurry- and solid-phase aerobic bioremediation of an actual-site, aged PCB-contaminated soil were studied.Entities:
Year: 2006 PMID: 16549016 PMCID: PMC1456983 DOI: 10.1186/1475-2859-5-11
Source DB: PubMed Journal: Microb Cell Fact ISSN: 1475-2859 Impact factor: 5.328
Main features of soil. Main chemical, mechanical and microbiological properties of soil S3. Each value of biomass concentration is the average of duplicate analyses performed on a single sample of soil
| PCB concentration estimated by using Aroclor 1242 and 1260 as standards (mg/kg of dry soil) | 920 |
| Total Organic Carbon (g/kg) | 19.5 |
| Total Nitrogen (g/kg) | 1.3 |
| Total Phosphorous (g/kg) | 0.7 |
| Chloride ions (mg/l, in a 25% w/v soil suspension) | 10.1 |
| pH | 7.2 |
| Moisture of the air-dried soil (g/kg) | 7.3 |
| Field capacity (% w/w) | 20.3 |
| Sandy fraction (0.053–2 mm) % w/w | 90 |
| Loamy fraction (0.002–0.0053mm) % w/w | 9 |
| Clay fraction (< 0.002 mm) %w/w | 1 |
| Heterotrophic cultivable aerobic bacteria (CFU/g of dried soil) | 4.88 × 107 ± 7.00 × 105 |
| Aerobic bacteria growing on biphenyl (CFU/g of dried soil) | 2.51 × 103 ± 4.92 × 102 |
| Aerobic bacteria growing on CBA (CFU/g of dried soil) | < 102 |
| Total aerobic fungi (CFU/g of dried soil) | 2.95 × 103 ± 1.36 × 103 |
Main features of Enzyveba inoculum. Main chemical and microbiological properties of the Enzyveba suspension employed to inoculate the reactors. Each value of biomass concentration is the average of duplicate analyses performed on a single sample of inoculum
| pH | 7.7 |
| Chloride ions (mg/l) | 73 |
| Total heterotrophic cultivable aerobic bacteria (CFU/ml) | 2.82 × 107 ± 6.80 × 106 |
| Total aerobic bacteria growing on biphenyl (CFU/ml) | <102 |
| Total aerobic bacteria growing on CBA (CFU/ml) | 4.50 × 104 ± 5.00 × 103 |
| Total fungi (CFU/ml) | 5.35 × 104 ± 2.65 × 104 |
Soil PCBs and their depletion. PCBs detected in S3, their concentration and average depletions (in percentages ± standard deviation) after 120 days of treatment. Each value is the average of duplicate analyses performed on soil samples collected from each of duplicate reactors
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| 2,6/2,2' | 1.28 | 20.5 ± 3.6 | 22.9 ± 1.1 | 2.5 ± 0.9 | 6.8 ± 2.4 | 2,2',3,4',5',6/2,3',4,4',5 | 78.99 | 5.8 ± 9.5 | 18.7 ± 7.6 | 4.8 ± 4.3 | 8.4 ± 6.0 |
| 2,2',6 | 0.55 | 13.5 ± 0.7 | 16.9 ± 2.1 | 6.8 ± 0.3 | 7.2 ± 0.3 | 2,2',3,3',5,6 | 4.70 | 6.6 ± 4.7 | 11.5 ± 1.5 | 1.5 ± 2.0 | 3.9 ± 2.6 |
| 2,2',5/2,2',4/4,4' | 8.76 | 16.1 ± 14.2 | 19.6 ± 7.8 | 8.7 ± 4.3 | 11.2 ± 7.2 | 2,2',3,3',4,6/2',3,3',4,5 | 3.34 | 5.3 ± 3.3 | 12.2 ± 5.9 | 1.3 ± 1.3 | 4.2 ± 2.0 |
| 2,3,6/2,3',6 | 0.55 | 11.2 ± 0.8 | 16.9 ± 3.5 | 7.3 ± 0.1 | 13.7 ± 0.3 | 2,2',3,4',5,5' | 10.90 | 6.3 ± 1.8 | 12.3 ± 4.7 | 1.0 ± 0.3 | 5.3 ± 4.6 |
| 2,2',3/2,4',6 | 2.99 | 14.8 ± 4.8 | 18.6 ± 2.6 | 8.2 ± 1.0 | 13.2 ± 2.4 | 2,2',3,3',4,6'/2,2',4,4',5,5'/2,3,3',4,4' | 174.11 | 5.8 ± 2.1 | 11.8 ± 7.7 | 0.6 ± 0.7 | 3.6 ± 3.5 |
| 2,3',5 | 1.37 | 5.5 ± 2.7 | 23.9 ± 4.2 | 3.7 ± 0.4 | 15.9 ± 1.5 | 2,2',3,4,5,5'/2,2',3,3',5,6,6' | 30.00 | 4.4 ± 3.8 | 13.8 ± 6.3 | 0.7 ± 0.2 | 7.2 ± 6.1 |
| 2,4',5/2,4,4' | 11.97 | 16.3 ± 1.6 | 25.7 ± 7.9 | 8.7 ± 5.6 | 12.8 ± 11.5 | 2,2',3,3',4,6,6'/2,2',3,4,4',5 | 7.63 | 5.2 ± 2.4 | 12.4 ± 2.9 | 0.7 ± 1.7 | 5.1 ± 2.6 |
| 2,3,3'/2',3,4/2,2',5,6' | 2.23 | 16.7 ± 3.9 | 33.5 ± 11.3 | 7.4 ± 0.5 | 8.4 ± 1.7 | 2,2',3,4,4',5'/2,3,3',4,5,6/2,3,3',4,4',6 | 104.14 | 5.7 ± 3.8 | 11.5 ± 4.4 | 0.3 ± 1.7 | 2.9 ± 1.9 |
| 2,2',4,6'/2,3,4' | 5.09 | 6.2 ± 3.3 | 21.5 ± 7.6 | 3.8 ± 2.2 | 12.3 ± 5.1 | 2,2',3,3',4,5/2,2',3,3',5,5',6 | 16.56 | 4.9 ± 1.0 | 10.6 ± 6.2 | 0.2 ± 0.2 | 5.3 ± 1.2 |
| 2,2',3,6 | 1.13 | 10.6 ± 1.4 | 24.3 ± 5.0 | 6.2 ± 0.2 | 10.4 ± 1.2 | 2,2',3,3',4,5',6 | 1.20 | 7.2 ± 1.1 | 9.9 ± 2.3 | 0.2 ± 0.2 | 4.8 ± 0.8 |
| 2,2',5,5' | 4.70 | 9.5 ± 6.0 | 21.7 ± 3.1 | 6.1 ± 1.6 | 11.8 ± 3.9 | 2,2',3,4',5,5',6 | 31.27 | 0.7 ± 0.1 | 6.3 ± 2.4 | 0.7 ± 0.1 | 7.3 ± 4.2 |
| 2,2',4,5' | 3.63 | 13.4 ± 4.5 | 21.3 ± 2.3 | 5.9 ± 1.2 | 8.9 ± 2.8 | 2,2',3,4,4',5',6 | 12.67 | 3.7 ± 1.5 | 4.7 ± 1.3 | 2.6 ± 2.0 | 3.4 ± 1.4 |
| 2,2',4,4'/2,2',4,5/2,4,4',6 | 1.96 | 8.7 ± 2.3 | 21.0 ± 11.8 | 5.7 ± 0.5 | 8.4 ± 1.5 | 2,2',3,3',4,4' | 18.18 | 4.4 ± 1.8 | 2.4 ± 1.5 | 2.6 ± 2.2 | 4.0 ± 3.8 |
| 2,2',3,5' | 3.56 | 12.6 ± 4.4 | 20.8 ± 2.3 | 5.8 ± 1.1 | 8.6 ± 2.7 | 2,2',3,4,5,5',6 | 7.50 | 1.9 ± 0.5 | 2.2 ± 0.4 | 1.7 ± 1.4 | 3.6 ± 5.0 |
| 3,4,4'/2,3,3',6/2,2',3,4' | 2.00 | 9.5 ± 2.6 | 20.3 ± 1.4 | 3.4 ± 0.5 | 9.0 ± 1.6 | 2,2',3,3',4,5,6' | 31.23 | 6.7 ± 3.5 | 8.7 ± 1.5 | 2.4 ± 1.8 | 5.6 ± 4.4 |
| 2,2',3,4/2,3,4',6 | 4.23 | 11.8 ± 5.2 | 20.3 ± 2.7 | 3.3 ± 1.2 | 8.6 ± 3.3 | 2,2',3,3',4',5,6 | 15.49 | 2.7 ± 1.0 | 4.1 ± 2.5 | 1.8 ± 0.9 | 4.6 ± 2.4 |
| 2,2',3,3' | 1.18 | 9.3 ± 1.4 | 19.1 ± 3.5 | 2.7 ± 0.2 | 8.3 ± 1.0 | 2,2',3,3',5,5',6,6'/2,2',3,3',4,4',6/2,3,3',4,4',5 | 33.50 | 5.2 ± 2.8 | 5.2 ± 1.7 | 1.2 ± 0.5 | 3.5 ± 2.4 |
| 2,4,4',5 | 2.79 | 10.3 ± 3.5 | 20.1 ± 2.4 | 2.9 ± 0.8 | 11.4 ± 2.4 | 2,2',3,3',4,5,6/2,3,3',4,4',5'/2,2',3,3',4,5',6,6' | 9.98 | 5.3 ± 3.0 | 6.3 ± 2.1 | 0.6 ± 0.3 | 3.9 ± 2.5 |
| 2,3',4',5 | 5.21 | 10.7 ± 6.8 | 19.7 ± 3.7 | 2.9 ± 1.7 | 4.5 ± 4.1 | 2,2',3,3',4,5,5' | 6.30 | 6.1 ± 3.4 | 7.8 ± 2.1 | 0.6 ± 0.2 | 4.6 ± 4.4 |
| 2,3',4,4'/2,2',3,5',6 | 11.72 | 10.9 ± 4.7 | 20.6 ± 8.3 | 4.8 ± 4.4 | 11.3 ± 9.3 | 2,2',3,4,4',5,5' | 64.49 | 4.4 ± 2.4 | 6.8 ± 2.7 | 0.1 ± 0.1 | 1.7 ± 1.3 |
| 2,3,4,4'/2,3,3',4' | 4.72 | 8.6 ± 6.7 | 20.0 ± 4.2 | 2.7 ± 1.8 | 4.2 ± 3.8 | 2,3,3',4,4',5',6 | 1.87 | 9.8 ± 1.4 | 3.3 ± 1.7 | 8.5 ± 0.6 | 9.8 ± 1.2 |
| 2,2',3,5,5' | 1.29 | 11.1 ± 1.6 | 17.3 ± 5.3 | 2.4 ± 0.6 | 5.0 ± 1.0 | 2,2',3,3',4,5,6,6' | 2.31 | 6.8 ± 1.8 | 8.1 ± 4.8 | 0.5 ± 0.4 | 3.7 ± 1.5 |
| 2,2',3,3',6 | 1.54 | 10.2 ± 1.7 | 15.6 ± 6.4 | 2.4 ± 0.6 | 8.6 ± 1.0 | 2,2',3,3',4,4',5/2,3,3',4,4',5,6 | 62.89 | 8.0 ± 2.3 | 10.2 ± 2.2 | 1.3 ± 0.5 | 8.9 ± 2.9 |
| 2,2',3,4',5/2,2',4,5,5' | 11.31 | 11.3 ± 6.6 | 17.4 ± 7.6 | 5.0 ± 3.5 | 7.5 ± 9.4 | 2,2',3,3',4,5,5',6' | 8.63 | 2.4 ± 2.8 | 8.6 ± 4.5 | 0.5 ± 0.4 | 5.9 ± 5.6 |
| 2,2',4,4',5 | 1.69 | 9.6 ± 2.1 | 16.3 ± 6.2 | 2.1 ± 0.6 | 8.5 ± 1.1 | 2,2',3,4,4',5,5',6/2,2',3,3',4,4',5',6 | 12.06 | 6.9 ± 3.5 | 9.0 ± 6.4 | -1.7 ± 3.3 | 4.9 ± 3.3 |
| 2,2',3',4,5 | 1.52 | 8.6 ± 1.8 | 16.0 ± 6.6 | 2.2 ± 0.6 | 7.4 ± 1.0 | 2,3,3',4,4',5,5' | 1.65 | 0.8 ± 0.6 | 3.8 ± 0.5 | 4.2 ± 0.3 | 3.1 ± 1.3 |
| 2,2',3,4,5' | 2.92 | 8.7 ± 3.6 | 15.0 ± 1.2 | 2.2 ± 1.3 | 7.7 ± 2.1 | 2,2',3,3',4,5,5',6,6'/2,2',3,3',4,4',5,6 | 6.22 | 2.1 ± 0.2 | 2.4 ± 1.5 | 0.4 ± 0.2 | 4.1 ± 3.3 |
| 2,2',3,3',6,6' | 2.47 | 7.3 ± 2.7 | 10.7 ± 1.1 | 2.1 ± 1.0 | 4.2 ± 1.6 | 2,2',3,3',4,4',5,5' | 11.28 | 2.7 ± 0.1 | 4.5 ± 2.7 | 1.5 ± 1.0 | 4.3 ± 1.5 |
| 3,3',4,4'/2,3,3',4',6 | 11.42 | 7.1 ± 4.9 | 12.1 ± 6.6 | 3.9 ± 4.2 | 7.8 ± 1.9 | ||||||
| 2,2',3,5,5',6/2,2',3,3',4 | 21.29 | 5.6 ± 5.8 | 14.1 ± 3.1 | 2.3 ± 2.0 | 8.5 ± 7.3 | ||||||
| 2,2',3,3',5,6' | 14.38 | 5.7 ± 5.4 | 13.5 ± 6.2 | 2.4 ± 1.6 | 7.1 ± 6.7 | ||||||
Figure 1Influence of the chlorination degree of PCBs on their biodegradation. Depletion profiles of 2,4',5- and/or 2,4,4'-trichlorobiphenyl(s) (A) and of 2,2',3,3',4,5,5',6'-octachlorobiphenyl (B) in the slurry-phase reactors with () and without () Enzyveba and in the solid-phase reactors with () and without () Enzyveba. Each value is the average of duplicate analyses performed on soil samples collected from each of duplicate reactors (error bars represent standard deviation).
Figure 2Biotransformation of 2-chlorobenzoic acid in S3 reactors. Transient accumulation of 2-chlorobenzoic acid in the slurry-phase reactors with () and without (□) Enzyveba and in the parallel solid-phase reactors with (■) and without () Enzyveba throughout the treatment. Each value is the average of duplicate analyses performed on soil samples collected from each of duplicate reactors (error bars represent standard deviation).
Figure 3Release of Chloride ions in S3 bioreactors. Release of chloride ions in the slurry-phase reactors with () and without () Enzyveba and in the parallel solid-phase reactors with () and without () Enzyveba throughout the treatment. Each value is the average of analyses performed on soil samples collected from each of duplicate reactors (error bars represent standard deviation).
Figure 4Fate of aerobic heterotrophic and specialized cultivable bacteria in S3 bioreactors. Changes in the concentration of the total aerobic cultivable heterotrophic bacteria (A) and of the total aerobic bacterial biomass able to grow on biphenyl (B) or on monochlorobenzoic acids (C) as a function of the treatment time in the slurry-phase reactors with () and without () Enzyveba and in the parallel solid-phase reactors with () and without () Enzyveba. Each value is the average of analyses performed on soil samples collected from each of duplicate reactors (error bars represent standard deviation).
Figure 5Fungal biomass occurrence in S3 bioreactors. Changes in the fungal counts as a function of the treatment time in the slurry-phase reactors with () and without (□) Enzyveba and in the parallel solid-phase reactors with (■) and without () Enzyveba. Each value is the average of analyses performed on soil samples collected from each of duplicate reactors (error bars represent standard deviation).
Figure 6Ecotoxicity of S3 before and at the end of the biological treatment. Collembola mortality percentages versus the amount of contaminated soil occurring in the sample when it was assayed S3 before treatment () and S3 resulting from the four-months treatment in the slurry-phase reactors with () and without () Enzyveba and in the parallel solid-phase reactors with () and without () Enzyveba. Each value is the result of a single measurement on samples obtained by combining equal amounts of soil of the duplicate reactors.