| Literature DB >> 31624348 |
Joo-Han Gwak1, Man-Young Jung2, Heeji Hong1, Jong-Geol Kim1, Zhe-Xue Quan3, John R Reinfelder4, Emilie Spasov5, Josh D Neufeld5, Michael Wagner2,6, Sung-Keun Rhee7.
Abstract
Consistent with the observation that ammonia-oxidizing bacteria (AOB) outnumber ammonia-oxidizing archaea (AOA) in many eutrophic ecosystems globally, AOB typically dominate activated sludge aeration basins from municipal wastewater treatment plants (WWTPs). In this study, we demonstrate that the growth of AOA strains inoculated into sterile-filtered wastewater was inhibited significantly, in contrast to uninhibited growth of a reference AOB strain. In order to identify possible mechanisms underlying AOA-specific inhibition, we show that complex mixtures of organic compounds, such as yeast extract, were highly inhibitory to all AOA strains but not to the AOB strain. By testing individual organic compounds, we reveal strong inhibitory effects of organic compounds with high metal complexation potentials implying that the inhibitory mechanism for AOA can be explained by the reduced bioavailability of an essential metal. Our results further demonstrate that the inhibitory effect on AOA can be alleviated by copper supplementation, which we observed for pure AOA cultures in a defined medium and for AOA inoculated into nitrifying sludge. Our study offers a novel mechanistic explanation for the relatively low abundance of AOA in most WWTPs and provides a basis for modulating the composition of nitrifying communities in both engineered systems and naturally occurring environments.Entities:
Mesh:
Substances:
Year: 2019 PMID: 31624348 PMCID: PMC6976641 DOI: 10.1038/s41396-019-0538-1
Source DB: PubMed Journal: ISME J ISSN: 1751-7362 Impact factor: 10.302
Operational data of wastewater treatment plants investigated in this study
| Daejeon (DJ) | Cheongju (CJ) | Bucheon (BC) | Oil refinery D | RBC 1a | RBC 8a | |
|---|---|---|---|---|---|---|
| Location | Daejon, Korea | Cheongju, Korea | Bucheon, Korea | UK | Guelph, Canada | Guelph, Canada |
| Origin of wastewater | Domestic | Domestic | Domestic | Oil refinery | Domestic | Domestic |
| Treatment processb | A2/O | CNR | DeNiPho | Conventional | RBC | RBC |
| Flow rate (m3 day) | 565,000 | 222,000 | 389,000 | 3900 | 54,000 | 54,000 |
| Hydraulic retention time (h) | 17.5 | 4–8 | 18 | – | 0.89 | 0.89 |
| MLSS (mg L−1) | 3500–3900 | 2,700–2,800 | 2600–2700 | – | N.A. | N.A. |
| Influent COD (BOD)c (mg L−1) | 103.5 (195) | 82 (152) | 65 (122) | 951 (344) | N.A. | N.A. |
| Influent NH3-N (mg L−1) | 32.1 | 39.7 | 27.4 | 12 | 0.52 | 0.06 |
| Effluent NH3-N (mg L−1) | 0.38 | 7.7 | 0.79 | 0.3 | 0.52 | 0.06 |
| Effluent NO3−-N + NO2−-N (mg L−1) | 29.9 | 7.4 | 37.5 | 17.1 | 25.5 | 25.2 |
| pH | 6.7 | 6.6 | 6.5 | 7.0 | 7.2 | 7.5 |
| DOC (mg L−1) | 13.2 | 14.7 | 14.0 | 24.2 | 14.9 | 17.2 |
| DOC after UV treatment (mg L−1) | 1.8 | 3.4 | 3.0 | N.D. | N.D. | N.D. |
| Cu (μg L−1) | 1.6 | 0.8 | 1.5 | 1.7 | 2.8 | 3.8 |
| Fe (μg L−1) | 16.1 | 9.1 | 7.5 | 24.8 | 41.2 | 49.1 |
| Ni (μg L−1) | 8.4 | 3.5 | 48.8 | 4.7 | 6.6 | 6.8 |
| Zn (μg L−1) | 19.0 | 13.4 | 29.5 | 3.7 | 41.7 | 45.2 |
| Co (μg L−1) | 1.7 | 0.4 | 1.1 | 4.0 | 1.6 | 1.5 |
| Mn (μg L−1) | 76.8 | 77.3 | 93.8 | 24.1 | 10.8 | 6.3 |
pH, MLSS, DOC, and trace metals were determined for samples of the mixed liquor from aerobic reactors where nitrification occurs
aThe rotating biological contactors (RBCs) represent the tertiary treatment system of the municipal wastewater treatment plant in Guelph, Ontario. The water flows through eight RBCs in series with four trains of RBCs treating wastewater along four flow paths. Thus, representative RBC 1 and RBC 8 data are presented as generally as possible, given that multiple trains and time point data are available. Data are summarized from lab analyses of the authors, annual reports from the WWTP, or from Sauder et al. [22]
bA2/O anaerobic-anoxic-oxic wastewater process, CNR cilium nutrient removal wastewater process, DeNiPho DeNiPho wastewater process, RBC rotating biological contactor wastewater process
cCOD chemical oxygen demand, BOD biochemical oxygen demand
N.A. not applicable, N.D. no data
Fig. 1Growth of N. viennensis and N. europaea in sterile-filtered wastewater of nitrifying reactors from three municipal WWTPs. Cells (1%, v/v) were washed by centrifugation and subsequently inoculated into filtered wastewater (DJ, Daejeon; CJ, Cheongju; BC, Bucheon) amended with ammonium (see more details in “Materials and methods” section). The specific growth rates of both strains in artificial freshwater medium (AFM) were used as positive controls. Error bars represent standard deviation for n ≥ 3 biological replicates. Significance of differences between control and filtered wastewaters for each strain was determined by the Student’s t test (**p < 0.01 and ***p < 0.005)
Fig. 2Inhibitory effects of yeast extract on growth of AOA and AOB. Four AOA strains (N. koreense, Ca. N. chungbukensis, Ca. N. oleophilus, and N. viennensis) and one AOB strain (N. europaea) were inoculated in AFM with 1× TMS amended with various concentrations of yeast extract (0, 5, 10, and 50 mg L−1) and the specific growth rate was determined. Error bars represent standard deviation for n ≥ 3 biological replicates. For each strain, significance of differences between growth rates in the control and the yeast extracted amended media was determined by the Student’s t test (*p < 0.05, **p < 0.01, and ***p < 0.005)
Fig. 3Influence of metal additions on growth restoration of N. viennensis inhibited by organic compounds. Trace metal salts (Mn2+, Co2+, Ni2+, Mo2+, Zn2+, Fe3+, and Cu2+) in the TMS were individually augmented into AFM amended with 50 mg L−1 yeast extract or 0.5 mM histidine. Fe3+ was added as iron(III) citrate. Incubations of AFM without supplementation of organic compounds was used as a control. Metal augmentation is indicated as multiples of the concentration in TMS. Error bars represent one standard deviation for n ≥ 3 biological replicates. N.D. indicates no data
Fig. 4Relationship between free Cu2+ concentration and growth rates of AOA and AOB. The free Cu2+ concentration in AFM was adjusted by adding varying concentrations of histidine. Free Cu2+ concentrations were calculated by MINEQL+. Bars indicate the proportion of specific growth rates of each strain compared with their growth rates in the control experiments in AFM without histidine. Error bars represent standard deviations for n ≥ 3 biological replicates
Fig. 5Effect of copper augmentation on growth of N. viennensis and N. europaea in filtered wastewater. Cells were harvested, washed, and inoculated into sterile-filtered wastewater supplemented with 1 mM ammonium. Copper augmentation is indicated as multiples of the concentration in TMS. Error bars represent standard deviation for n ≥ 3 biological replicates. Significant differences between treatments in each strain are indicated by different letters (Two-way ANOVA, Tukey’s test, p < 0.001)
Fig. 6Effect of copper augmentation on growth of N. koreense in unfiltered mixed liquor from a nitrifying reactor of a municipal WWTP. Washed cells of N. koreense (10%, v/v) were inoculated into the AOB-enriched mixed liquor from the municipal WWTP CJ. To investigate the effect of copper augmentation, 50× concentrations of the copper contained in the TMS was added to incubations as indicated. Allylthiourea (ATU, 20 µM) was used for inhibiting AOB in the activated sludge, respectively. All samples were supplemented with 1 mM ammonium. a During ammonia oxidation, a concomitant increase of nitrate was observed. b At the start of the experiment and after ammonia depletion, archaeal and bacterial amoA gene abundances were measured. Error bars represent standard deviation for n ≥ 3 biological replicates. Significance of differences was determined by the Student’s t test (***p < 0.005)