| Literature DB >> 27812209 |
Nachiket P Marathe1,2, Sudarshan A Shetty3, Yogesh S Shouche4, D G Joakim Larsson1,2.
Abstract
Biological treatment of waste water from bulk drug production, contaminated with high levels of fluoroquinolone antibiotics, can lead to massive enrichment of antibiotic resistant bacteria, resistance genes and associated mobile elements, as previously shown. Such strong selection may be boosted by the use of activated sludge (AS) technology, where microbes that are able to thrive on the chemicals within the wastewater are reintroduced at an earlier stage of the process to further enhance degradation of incoming chemicals. The microbial community structure within such a treatment plant is, however, largely unclear. In this study, Illumina-based 16S rRNA amplicon sequencing was applied to investigate the bacterial communities of different stages from an Indian treatment plant operated by Patancheru Environment Technology Limited (PETL) in Hyderabad, India. The plant receives waste water with high levels of fluoroquinolones and applies AS technology. A total of 1,019,400 sequences from samples of different stages of the treatment process were analyzed. In total 202, 303, 732, 652, 947 and 864 operational taxonomic units (OTUs) were obtained at 3% distance cutoff in the equilibrator, aeration tanks 1 and 2, settling tank, secondary sludge and old sludge samples from PETL, respectively. Proteobacteria was the most dominant phyla in all samples with Gammaproteobacteria and Betaproteobacteria being the dominant classes. Alcaligenaceae and Pseudomonadaceae, bacterial families from PETL previously reported to be highly multidrug resistant, were the dominant families in aeration tank samples. Despite regular addition of human sewage (approximately 20%) to uphold microbial activity, the bacterial diversity within aeration tanks from PETL was considerably lower than corresponding samples from seven, regular municipal waste water treatment plants. The strong selection pressure from antibiotics present may be one important factor in structuring the microbial community in PETL, which may affect not only resistance promotion but also general efficiency of the waste treatment process.Entities:
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Year: 2016 PMID: 27812209 PMCID: PMC5094703 DOI: 10.1371/journal.pone.0165914
Source DB: PubMed Journal: PLoS One ISSN: 1932-6203 Impact factor: 3.240
Diversity indices at different sampling points in PETL, generated by 16S amplicon sequencing (based on 169,900 sequences per sample).
| Sample | Observed OTUs | Simpson's diversity | Chao 1 richness | Shannon diversity |
|---|---|---|---|---|
| EQR | 202 | 0.05 | 377.3 | 0.29 |
| AER1 | 303 | 0.40 | 500.7 | 1.63 |
| AER2 | 732 | 0.73 | 1046.3 | 3.13 |
| STL | 652 | 0.69 | 1130.7 | 3.24 |
| SS | 947 | 0.92 | 1693.8 | 4.92 |
| OS | 864 | 0.67 | 1335.4 | 2.84 |
Legend: EQR = equilibrator; AER1 = aeration tank No. 1; AER2 = aeration tank No. 2
STL = settling tank; SS = secondary sludge; OS = old dried sludge
Fig 1Network based representation of OTU clustering in different samples from PETL.
The nodes represent each sample and the edges corresponding to specific phylum. The OTUs belonging to different phyla are colored with different colors. Abbreviations: E = equilibrator; A1 = aeration tank No. 1; A2 = aeration tank No. 2; ST = settling tank; SS = secondary sludge; OS = old dried sludge.
Fig 2Phylum level bacterial diversity in PETL samples.
Abbreviations: EQR = equilibrator; AER1 = aeration tank No. 1; AER2 = aeration tank No. 2; STL = settling tank; SS = secondary sludge; DS = dewatered sludge; OS = old dried sludge.
Fig 3Class level distribution within the phylum Proteobacteria for PETL samples.
Abbreviations: EQR = equilibrator; AER1 = aeration tank No. 1; AER2 = aeration tank No. 2; STL = settling tank; SS = secondary sludge; DS = dewatered sludge; OS = old dried sludge.
The ten most abundant bacterial families found in samples from PETL, expressed as percentage of total sequences within each sample.
| EQR | AER1 | AER2 | STL | SS | OS | |
|---|---|---|---|---|---|---|
| 0.05 | 83.04 | 11.37 | 15.42 | 15.16 | 1.93 | |
| 0.00 | 0.00 | 1.29 | 0.71 | 15.66 | 1.36 | |
| 0.03 | 0.11 | 6.12 | 0.02 | 0.13 | 3.77 | |
| 0.00 | 0.00 | 0.28 | 2.76 | 8.44 | 0.00 | |
| 0.00 | 0.00 | 0.12 | 0.28 | 18.00 | 0.01 | |
| 0.57 | 12.57 | 0.05 | 0.08 | 2.13 | 0.00 | |
| 97.84 | 0.03 | 14.44 | 0.22 | 2.35 | 12.27 | |
| 0.00 | 0.00 | 0.00 | 54.12 | 0.62 | 0.00 | |
| 0.00 | 0.00 | 0.01 | 0.01 | 0.14 | 16.14 | |
| 0.00 | 0.26 | 0.00 | 0.69 | 5.41 | 0.24 |
Abbreviations: EQR = equilibratior; AER1 = aeration tank No. 1; AER2 = aeration tank No. 2; STL = settling tank; SS = secondary sludge; OS = old dried sludge
Fig 4Microbial diversity of aeration tanks from seven regular municipal sewage treatment plants (not known to treat pharmaceutical industry waste) and the two aeration tanks from PETL (AER1 and AER2).
For other abbreviations, please see materials and methods.
Diversity indices in samples from the aeration tanks of PETL (AER1 and 2) and from municipal sewage treatment plants (Zhang et al, 2012), based on 16S amplicon sequencing (16,770 sequences per sample).
| Sample | Chao 1 | Goods coverage | Shannon diversity | Simpson's diversity | Observed species | PD whole tree |
|---|---|---|---|---|---|---|
| CNGZDT | 2954.9 | 0.952 | 9.15 | 0.995 | 2028 | 34.0 |
| CNHKSH | 3000.3 | 0.949 | 8.75 | 0.991 | 1980 | 35.5 |
| CNBJBX | 3429.1 | 0.944 | 9.33 | 0.995 | 2298 | 39.4 |
| CNWHLW | 2143.8 | 0.964 | 8.09 | 0.988 | 1457 | 26.1 |
| CNHKSL | 3915.4 | 0.932 | 8.82 | 0.969 | 2631 | 43.7 |
| CNHKST1 | 4333.0 | 0.929 | 9.87 | 0.997 | 2773 | 43.4 |
| CNSHMH | 2253.2 | 0.963 | 8.03 | 0.987 | 1472 | 27.6 |
| AER2 | 441.6 | 0.992 | 3.08 | 0.735 | 281 | 4.2 |
| AER1 | 185.3 | 0.997 | 1.62 | 0.400 | 127 | 3.5 |
Abbreviations: AER1 = aeration tank No. 1; AER2 = aeration tank No. 2; CNGZDT, CNHKSH, CNBJBX, CNWHLW, CNHKSL, CNHKST1, CNSHMH = Aeration tanks from Chinese municipal treatment plants (details in S1 Table and Zhang et al. 2012)