| Literature DB >> 28890468 |
Awaluddin Nurmiyanto1,2, Hiroya Kodera1, Tomonori Kindaichi1, Noriatsu Ozaki1, Yoshiteru Aoi3, Akiyoshi Ohashi1.
Abstract
Candidatus Accumulibacter phosphatis (Accumulibacter), which plays an important role in enhanced biological phosphorus removal in wastewater treatment plants, is phylogenetically classified into two major types (Types I and II). Phosphate concentrations affect the Accumulibacter community of the biomass enriched in treatment plants. Therefore, in the present study, Accumulibacter enrichments were conducted using a down-flow hanging sponge reactor under five conditions and a wide range of controlled phosphate concentrations in order to investigate how phosphate governs the community. We found that excessive phosphate levels inhibited Accumulibacter activity, that this inhibitory effect was greater for Type II. In addition, the affinity of Type II for phosphate was higher than that of Type I. Type IIA-B dominated at a phosphate concentration less than 5 mg P L-1, while Type IA was dominant at 50 and 500 mg P L-1. These patterns of enrichment may be explained by an inhibition kinetics model.Entities:
Keywords: Candidatus Accumulibacter phosphatis; enhanced biological phosphorus removal (EBPR); microbial diversity; phosphate concentration; polyphosphate-accumulating organisms (PAOs)
Mesh:
Substances:
Year: 2017 PMID: 28890468 PMCID: PMC5606696 DOI: 10.1264/jsme2.ME17020
Source DB: PubMed Journal: Microbes Environ ISSN: 1342-6311 Impact factor: 2.912
Fig. 1DHS reactor schematic with substrate flow under alternate aerobic (A) and anaerobic (B) conditions.
Substrate concentrations for PAO enrichment
| Phase | Substrate (mg L−1) | Run 1 | Run 2 | Run 3 | Run 4 | Run 5 |
|---|---|---|---|---|---|---|
| Aerobic | Phosphate | 0.05 | 0.5 | 5 | 50 | 500 |
| COD | 0 | |||||
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| Anaerobic | Phosphate | 0 | ||||
| COD | 200 | |||||
Fig. 2Time course of phosphate concentrations in the aerobic phase.
Fig. 3Time courses of (A) phosphate released and (B) COD consumed during the anaerobic phase.
Fig. 4Phosphate uptake and release of the PAO-enriched biomass on day 85.
Fig. 5Microbial community structure of the biomass on day 85. The percentage of each microbe over total bacteria was assessed by FISH using EUBmix, DF1mix, and DF2mix probes.
Fig. 6Phylogenetic tree of Accumulibacter ppk1 gene sequences on day 85. The first number in the parentheses indicates the number of clones belonging to this OTU, and the second number is the total number of ppk1 clones retrieved in each run.
Fig. 7Composition of Accumulibacter in samples on day 85 based on the number of ppk1 clones.
Summary of Accumulibacter-type fractions and phosphate concentrations reported previously and in the present study
| Accumulibacter | Operational variables | ||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|
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| Type I (%) | Type II (%) | Phosphate (mg P L−1) | Influent COD (mg COD L−1) | Temperature (°C) | pH | Carbon source | Code | Reactor type | Reference | ||
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| Influent | Aerobic started | Finished Aerobic | |||||||||
| 61 | 37 | 0.05 | 0.05 | 0.03 | 200 | 20 | 7.5 | 50% Ace:50% Pro | RUN 1 | A/O DHS (Lab) | This study |
| 38 | 62 | 0.5 | 0.5 | 0.42 | 200 | 20 | 7.5 | 50% Ace:50% Pro | RUN 2 | A/O DHS (Lab) | |
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| 1a | 99a | 2.2 | 3.1 | 0 | 400 | 20 | 7 | Acetate | SBR | A/O SBR (Lab) | ( |
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| 2.4 | 97.6 | 3.9 | NA | NA | 102 | 19 | NA | Domestic sewage | JP-A2O-TK | A/A/O WWTP | ( |
| NA | 100 | 3.9 | NA | NA | 102 | 19 | NA | Domestic sewage | JP-STD-TK | CAS WWTP | |
| 2.6 | 97.4 | 4 | NA | NA | 402 | 18 | NA | Domestic sewage | US-GR-PC | OD WWTP | |
| ND | 100 | 4.9 | NA | NA | 277 | 17 | NA | Domestic sewage | CN-WH-LW | A/A/O WWTP | |
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| 17 | 83 | 5 | 5 | 4.68 | 200 | 20 | 7.5 | 50% Ace:50% Pro | RUN 3 | A/O DHS (Lab) | This study |
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| 61.3 | 38.7 | 8 | NA | NA | 657 | NA | NA | Domestic sewage | UK-WL-OW | A/A/O WWTP | ( |
| 52.4 | 47.6 | 9.3 | NA | NA | 265 | 27 | NA | 95% domestic sewage | SG-SG-UP | CAS+MBR WWTP | |
| 14.1 | 85.9 | 9.3 | NA | NA | 462 | 16 | NA | 95% domestic sewage | CN-BJ-BX | A/A/O+MBR WWTP | |
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| 1a | 99a | 15 | 40 | 0c | 400 | 20 | 7 | Acetate | SBR-L | A/O SBR (Lab) | ( |
| 98a | NDa | 25 | 140 | 0d | 400 | 20 | 7.6 | 75% Hac:25% HPr | SBR-S | A/O SBR (Lab) | |
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| 95 | 5 | 50 | 50 | 48.8 | 200 | 20 | 7.5 | 50% Ace:50% Pro | RUN 4 | A/O DHS (Lab) | This study |
| 100 | NA | 500 | 500 | 500 | 200 | 20 | 7.5 | 50% Ace:50% Pro | RUN 5 | A/O DHS (Lab) | |
The percentage of the Accumulibacter fraction over the total Accumulibacter population was enumerated by the number of Accumulibacter ppk1 gene clones and aFISH.
b; c; and d are 90 min; 30 min; and 3 h, respectively, when phosphate concentrations become zero in the aerobic phase.
Abbreviations: NA (Not available); ND (Not detected); Ace (Acetate); Pro (Propionate); CA (Cassamino Acids); A/O (Anaerobic, Oxic); A/A/O (Aeorbic, Anoxic, Oxic); CAS (Conventional activated sludge); OD (Oxidation ditch); SBR (Sequence batch reactor); MBR (Membrane bioreactor), WWTP (Wastewater treatment plant).
Assumed values of kinetic parameters explaining the dominance of Accumulibacter
| Accumulibacter | |||
|---|---|---|---|
| Type I | 0.95 | 0.48 | 2,000 |
| Type II | 1.0 | 0.5 | 300 |
Fig. 8Specific substrate utilization rates of Accumulibacter Types I and II simulated using kinetic parameters listed in Table 3.