| Literature DB >> 31575971 |
Hailemariam Abrha Assress1, Ramganesh Selvarajan2, Hlengilizwe Nyoni1, Khayalethu Ntushelo2, Bhekie B Mamba1,3, Titus A M Msagati4.
Abstract
Three wastewater treatment plants (WWTPs) located in Gauteng province in South Africa were investigated to determine the diversity, co-occurrence and implications of their fungal communities using illumina sequencing platform and network analysis. Phylogenetic taxonomy revealed that members of the fungal communities were assigned to 6 phyla and 361 genera. Basidiomycota and Ascomycota were the most abundant phyla, dominated by the genera Naumovozyma, Pseudotomentella, Derxomyces, Ophiocordyceps, Pulchromyces and Paecilomyces. Phylogenetic analysis revealed the existence of fungal OTUs related to class lineages such as Agaricomycetes, Eurotiomycetes and Sordariomycetes indicating new fungal diversity in WWTPs. Dominant and rare fungal genera that can potentially be used in bioremediation such as Trichoderma, Acremonium, Talaromyces, Paecilomyces, cladophialophora and Saccharomyces were detected. Conversely, genera whose members are known to be pathogenic to human and plant such as Olpidium, Paecilomyces, Aspergillus, Rhodotorula, Penicillium, Candida, Synchytrium, Phyllosticta and Mucor were also detected in all WWTPs. Phylotype analysis confirmed that some fungal phylotypes were highly similar to the reported fungal pathogens of concern. Co-occurrence network analysis revealed that the fungal genera such as Minimedusa, Glomus, Circinella, Coltricia, Caloplaca, Phylosticta, Peziza, Candida, and Hydnobolites were the major networking hub in the WWTPs. The overall results in this study highlighted that WWTPs represent a potential source of beneficial fungi for bioremediation of pollutants in the ecosystem and the need to consider human and plant fungal pathogens during safety evaluation of treated wastewater for reuse.Entities:
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Year: 2019 PMID: 31575971 PMCID: PMC6773715 DOI: 10.1038/s41598-019-50624-z
Source DB: PubMed Journal: Sci Rep ISSN: 2045-2322 Impact factor: 4.379
Physico-chemical characteristics of the wastewaters studied (mean ± SD, n = 3).
| Variables | Wastewater samples | p-value* (Influent, effluent) | ||||||
|---|---|---|---|---|---|---|---|---|
| Daspoort Influent (DI) | Daspoort Effluent (DE) | Flip Human Influent (FI) | Flip Human Effluent (FE) | Percy Stewart Influent (PI) | Percy Stewart Effluent (PE) | Sterkfontein Hospital Effluent (HE) | ||
| pH | 6.64 ± 0.007 | 7.05 ± 00.028 | 7.75 ± 0.007 | 8.12 ± 0.063 | 7.15 ± 00.007 | 7.16 ± 0.014 | 7.16 ± 0.028 | (0.000011, 0.00022) |
| DO (mg L−1) | 0.435 ± 0.601 | 3.45 ± 0.368 | 0.67 ± 0.028 | 3.04 ± 0.495 | 0.48 ± 0.403 | 1.89 ± 0.785 | 0.93 ± 0.410 | (0.0028, 0.144) |
| Conductivity (COND) (µ S−1 cm−1) | 840.5 ± 2.121 | 506 ± 0.000 | 902 ± 5.656 | 774 ± 2.828 | 685.5 ± 6.363 | 1016 ± 7.07 | 682 ± 0.000 | (<0.00001, 0.000003) |
| Salinity (SAL) (psu) | 0.415 ± 0.007 | 0.245 ± 0.007 | 0.445 ± 0.007 | 0.38 ± 0.000 | 0.335 ± 0.007 | 0.505 ± 0.007 | 0.33 ± 0.000 | (0.0001, 0.00005) |
| NH3-N | 0.045 ± 0.007 | 0.06 ± 0.000 | 0.170 ± 0.042 | 0.13 ± 0.042 | ND** | 0.35 ± 0.092 | ND | (NA, 0.033) |
| DOC (mg L−1) | 20.390 ± 0.620 | 5.59 ± 0.77 | 55.13 ± 0.77 | 11.73 ± 0.67 | 154.93 ± 2.49 | 18.16 ± 0.95 | 63.75 ± 1.15 | (<0.00001,<0.00001) |
| TDS (mg L−1) | 420.5 ± 0.707 | 253.0 ± 0.00 | 451.5 ± 3.536 | 387.5 ± 2.121 | 513.3 ± 18.668 | 508.0 ± 4.242 | 341.0 ± 0.000 | (0.00025, <0.00001) |
| Cl- (mg L−1) | 28.641 ± 4.75 | 41.31 ± 0.338 | 21.538 ± 0.696 | 19.338 ± 1.018 | 60.572 ± 0.002 | 44.084 ± 2.041 | 30.295 ± 0.212 | (0.0003, 0.00061) |
| F−(mg L−1) | 0.224 ± 0.095 | ND | 0.131 ± 0.012 | 0.204 ± 0.007 | 16.972 ± 0.489 | 0.210 ± 0.004 | 4.85 ± 0.029 | (<0.00001, 0.914) |
| Br−(mg L−1) | 0.543 ± 0.081 | ND | 0.913 ± 0.053 | ND | ND | ND | ND | NA*** |
| Nitrite (mg L−1) | ND | ND | ND | ND | ND | 4.225 ± 0.119 | ND | NA |
| Nitrate (mg L−1) | ND | 31.656 ± 0.130 | ND | ND | ND | ND | ND | NA |
| Sulfate (mg L−1) | 6.689 ± 1.006 | 40.493 ± | 26.988 ± 0.103 | 22.908 ± 1.248 | 3.506 ± 0.052 | 58.110 ± 1.407 | 15.986 ± 0.051 | (<0.00001, 0.00015) |
| Phosphate (mg L−1) | 5.076 ± 0.590 | ND | 12.719 ± 0.089 | 0.714 ± 0.029 | 23.285 ± 0.036 | 4.332 ± 0.008 | 16.096 ± 0.057 | (<0.00001, 0.0085) |
*(p < 0.05) defined as statistically significant, **ND-not-detected, ***NA-not-applicable.
Figure 1Principal component analysis (PCA) on the physicochemical properties of the wastewater samples from three wastewater treatment plants and a Hospital effluent.
Summary of fungal community diversity indices for samples from three wastewater treatment plants and one hospital effluent.
| Wastewater Sample | |||||||
|---|---|---|---|---|---|---|---|
| DI | DE | FI | FE | PI | PE | HE | |
| OTUs | 158 | 166 | 154 | 214 | 145 | 188 | 165 |
| Total quality reads | 23194 | 31892 | 13206 | 14747 | 16170 | 10561 | 11084 |
| Dominance_D | 0.243 | 0.155 | 0.096 | 0.096 | 0.099 | 0.060 | 0.070 |
| Simpson_1-D | 0.757 | 0.845 | 0.904 | 0.904 | 0.901 | 0.940 | 0.930 |
| Shannon_H | 2.163 | 2.550 | 2.959 | 3.110 | 2.934 | 3.529 | 3.342 |
| Evenness_eH/S | 0.055 | 0.077 | 0.125 | 0.105 | 0.129 | 0.181 | 0.171 |
| Chao-1 | 230.1 | 190.8 | 239 | 297.2 | 168.9 | 240.1 | 193.6 |
Figure 2Rarefaction curves describing fungal richness of the analysed samples.
Figure 3Relative abundance (%) at (A) phyla and (B) class taxonomic levels of fungal communities in the wastewater treatment plants.
Figure 4Hierarchically clustered heat map finger printing of the top 10 fungal communities at genus level from each wastewater samples of the wastewater treatment plants and Hospital effluent.
Figure 5Co-occurrence network of the dominant fungal genera from each wastewater samples. Each connection shows a strong (spearman’s ρ > 0.6) and significant (p < 0.05) correlations. Eleven modules were generated and the same color represents fungal genera with a potential co-occurrence in the same module. The relative abundance of the genera was reflected on the size of each node.
Figure 6Canonical correspondence analysis (CCA) of the relation between fungal community compositions and physicochemical properties of wastewater samples from three wastewater treatment plants and a hospital effluent.
Figure 7A map showing the sampling points of waste water treatment plants and the effected river streams in Gauteng province, South Africa.