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This study reported a successful mainstream B-stage nitritation reactor with sludge granulation that incorporated a side-stream anaerobic reactor to treat municipal wastewater A-stage effluent. With influent COD/N and COD/P ratios of 2.60 and 27.1, respectively, the system achieved a stable nitrite accumulating ratio (NAR) of 95.1% via partial nitrification with sludge granulations. Kinetic assessment,16S ribosomal RNA sequencing, and functional gene marker quantification confirmed successful nitrite-oxidizing bacteria (NOB) out-selection (<0.05% relative abundance), while none of the commonly employed approaches for NOB out-selection occurred in our study. Notably, approximately 90% of the total biomass was in the biofilm in the mainstream sequencing batch reactor (SBR), with the remaining 10% of the biomass in suspension as granules under the selective wasting strategy. The substrates and oxygen gradient along the depth of the biofilm's layered structure, alongside the anaerobic conditions in the side-stream reactor, were suggested to play roles in NOB suppression and out-selection. Overall, this study provided evidence for a possible new strategy for achieving stable mainstream B-stage nitritation, which is the prerequisite for the downstream anammox process. The novelty aspect of the systems, including the incorporation of an anaerobic sire-stream reactor, absence of the employment of any previously reported nitritation strategies, and granulation formation, provided possible new feasible routes to achieve mainstream short-cut nitrogen removal for efficient wastewater treatment. PRACTITIONER POINTS: Stable partial nitrification achieved in mainstream B-stage SBR under conditions distinct from previous reports. NOB out-selection confirmed by both activities' tests and molecular analysis. Thick biofilm and anaerobic side-stream reactor likely facilitated NOB suppression. Stable sludge granulation was maintained with selective wasting strategy.
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http://dx.doi.org/10.1002/wer.70056 | DOI Listing |
Water Environ Res
March 2025
School of Civil and Environmental Engineering, Cornell University, Ithaca, New York, USA.
This study reported a successful mainstream B-stage nitritation reactor with sludge granulation that incorporated a side-stream anaerobic reactor to treat municipal wastewater A-stage effluent. With influent COD/N and COD/P ratios of 2.60 and 27.
View Article and Find Full Text PDFJ Environ Manage
March 2025
School of Environmental and Chemical Engineering, Shanghai University, 333 Nanchen Road, Shanghai, 200444, China. Electronic address:
Low-carbon nitrogen removal, bioenergy production, and phosphorus recovery are key goals for sustainable municipal wastewater treatment. Traditional activated sludge processes face an energy demand conflict. Anaerobic ammonium oxidation (Anammox) offers a solution to this issue, with the A-B process providing a sustainable approach.
View Article and Find Full Text PDFWater Res
November 2024
School of Civil and Environmental Engineering, Cornell University, USA. Electronic address:
Water Res
April 2024
School of Civil and Environmental Engineering, Cornell University, Ithaca, NY 14850, United States. Electronic address:
A novel integrated pilot-scale A-stage high rate activated sludge, B-stage short-cut biological nitrogen removal and side-stream enhanced biological phosphorus removal (A/B-shortcut N-S2EBPR) process for treating municipal wastewater was demonstrated with the aim to achieve simultaneous and carbon- and energy-efficient N and P removal. In this studied period, an average of 7.62 ± 2.
View Article and Find Full Text PDFWater Res
March 2024
Department of Civil and Environmental Engineering, Northeastern University, 360 Huntington Avenue, Boston, MA, 02115, United States; School of Civil and Environmental Engineering, Cornell University, 220 Hollister Hall, Ithaca, NY, 14853, United States. Electronic address:
While the adsorption/bio-oxidation (A/B) process has been widely studied for carbon capture and shortcut nitrogen (N) removal, its integration with enhanced biological phosphorus (P) removal (EBPR) has been considered challenging and thus unexplored. Here, full-scale pilot testing with an integrated system combining A-stage high-rate activated sludge with B-stage partial (de)nitrification/anammox and side-stream EBPR (HRAS-P(D)N/A-S2EBPR) was conducted treating real municipal wastewater. The results demonstrated that, despite the relatively low influent carbon load, the B-stage P(D)N-S2EBPR system could achieve effective P removal performance, with the carbon supplement and redirection of the A-stage sludge fermentate to the S2EBPR.
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