| Literature DB >> 35056550 |
Marta M Rossi1, Bruna Matturro2, Neda Amanat1, Simona Rossetti2, Marco Petrangeli Papini1.
Abstract
Towards chlorinated solvents, the effectiveness of the remediation strategy can be improved by combining a biological approach (e.g., anaerobic reductive dechlorination) with chemical/physical treatments (e.g., adsorption). A coupled adsorption and biodegradation (CAB) process for trichloroethylene (TCE) removal is proposed in a biofilm-biochar reactor (BBR) to assess whether biochar from pine wood (PWB) can support a dechlorinating biofilm by combining the TCE (100 µM) adsorption. The BBR operated for eight months in parallel with a biofilm reactor (BR)-no PWB (biological process alone), and with an abiotic biochar reactor (ABR)-no dechlorinating biofilm (only an adsorption mechanism). Two flow rates were investigated. Compared to the BR, which resulted in a TCE removal of 86.9 ± 11.9% and 78.73 ± 19.79%, the BBR demonstrated that PWB effectively adsorbs TCE and slows down the release of its intermediates. The elimination of TCE was quantitative, with 99.61 ± 0.79% and 99.87 ± 0.51% TCE removal. Interestingly, the biomarker of the reductive dechlorination process, Dehalococcoides mccartyi, was found in the BRR (9.2 × 105 16S rRNA gene copies/g), together with the specific genes tceA, bvcA, and vcrA (8.16 × 106, 1.28 × 105, and 8.01 × 103 gene copies/g, respectively). This study suggests the feasibility of biochar to support the reductive dechlorination of D. mccartyi, opening new frontiers for field-scale applications.Entities:
Keywords: Dehalococcoides mccartyi; adsorption; biochar; biodegradation; bioremediation; reductive dechlorination
Year: 2022 PMID: 35056550 PMCID: PMC8779034 DOI: 10.3390/microorganisms10010101
Source DB: PubMed Journal: Microorganisms ISSN: 2076-2607
Figure 1(a) BR and BBR setup; (b) a photograph of the BR (on the left) and BBR (on the right).
Experimental operating conditions of the BR and BBR.
| “Biofilm Reactor” (BR) | “Biofilm–Biochar Reactor” (BBR) | |||
|---|---|---|---|---|
| Run I | Run II | Run I | Run II | |
| Flow rate (L/d) | 0.36 ± 0.08 | 0.6 ± 0.02 | 0.6 ± 0.01 | 0.25 ± 0.12 |
| HRT (h) | 8 | 5 | 5 | 12 |
| Effective Residential Time (h) | 3.4 | 2 | 1.6 | 3.8 |
| Pore Water Velocity (cm/d) | 163 | 272 | 352 | 147 |
Figure 2The 16S rRNA gene amplicon sequencing of the dechlorinating inoculum.
Figure 3Tracer test curves for the BR (a) and BBR (b).
Figure 4Reactor monitoring. The interruption period corresponds to the suspension of activities due to the COVID-19 health emergency in the city of Rome.
Figure 5ABR monitoring represents the only adsorption mechanism of TCE onto the PWB.
Figure 6Microbiome composition of the BR and the BBR evaluated via 16S rRNA gene amplicon sequencing.