Biomass segregation between biofilm and flocs improves the control of nitrite-oxidizing bacteria in mainstream partial nitritation and anammox processes

Michele Laureni, David G. Weissbrodt, Kris Villez, Orlane Robin, Nadieh de Jonge, Alex Rosenthal, George Wells, Jeppe Lund Nielsen, Eberhard Morgenroth, Adriano Joss

Research output: Contribution to journalArticlepeer-review

203 Scopus citations

Abstract

The control of nitrite-oxidizing bacteria (NOB) challenges the implementation of partial nitritation and anammox (PN/A) processes under mainstream conditions. The aim of the present study was to understand how operating conditions impact microbial competition and the control of NOB in hybrid PN/A systems, where biofilm and flocs coexist. A hybrid PN/A moving-bed biofilm reactor (MBBR; also referred to as integrated fixed film activated sludge or IFAS) was operated at 15 °C on aerobically pre-treated municipal wastewater (23 mgNH4-N L−1). Ammonium-oxidizing bacteria (AOB) and NOB were enriched primarily in the flocs, and anammox bacteria (AMX) in the biofilm. After decreasing the dissolved oxygen concentration (DO) from 1.2 to 0.17 mgO2 L−1 - with all other operating conditions unchanged - washout of NOB from the flocs was observed. The activity of the minor NOB fraction remaining in the biofilm was suppressed at low DO. As a result, low effluent NO3 concentrations (0.5 mgN L−1) were consistently achieved at aerobic nitrogen removal rates (80 mgN L−1 d−1) comparable to those of conventional treatment plants. A simple dynamic mathematical model, assuming perfect biomass segregation with AOB and NOB in the flocs and AMX in the biofilm, was able to qualitatively reproduce the selective washout of NOB from the flocs in response to the decrease in DO-setpoint. Similarly, numerical simulations indicated that flocs removal is an effective operational strategy to achieve the selective washout of NOB. The direct competition for NO2 between NOB and AMX - the latter retained in the biofilm and acting as a “NO2-sink” - was identified by the model as key mechanism leading to a difference in the actual growth rates of AOB and NOB (i.e., μNOB < μAOB in flocs) and allowing for the selective NOB washout over a broad range of simulated sludge retention times (SRT = 6.8–24.5 d). Experimental results and model predictions demonstrate the increased operational flexibility, in terms of variables that can be easily controlled by operators, offered by hybrid systems as compared to solely biofilm systems for the control of NOB in mainstream PN/A applications.

Original languageEnglish
Pages (from-to)104-116
Number of pages13
JournalWater Research
Volume154
DOIs
StatePublished - May 1 2019
Externally publishedYes

Funding

This study was funded by the European Research Council ERC via the ATHENE project (grant agreement 267897 ). ML was partially supported by a Marie Skłodowska-Curie Individual Fellowship (MixAmox project; grant agreement 752992 ). We sincerely thank Kai Udert, Nicolas Derlon and Fabrizio Sabba for valuable discussions, Marco Kipf for his support in the laboratory, Brian Sinnet for the particle size analysis, and Claudia Baenninger-Werffeli, Sylvia Richter, and Karin Rottermann for their assistance with the physicochemical analyses of all the samples. Appendix A

FundersFunder number
Seventh Framework Programme752992, 267897
European Research Council

    Keywords

    • Biomass segregation
    • Hybrid system
    • IFAS
    • Mainstream anammox
    • Mathematical modelling
    • NOB washout
    • Nitrite sink
    • Partial nitritation/anammox

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