Effect of anaerobic phases length on denitrifying dephosphatation biocenosis – a case study of IFAS-MBSBBR
Gnida et al. BMC Microbiology
(2020) 20:222
https://doi.org/10.1186/s12866-020-01896-3
RESEARCH ARTICLE
Open Access
Effect of anaerobic phases length on
denitrifying dephosphatation biocenosis –
a case study of IFAS-MBSBBR
Anna Gnida1* , Monika Żubrowska-Sudoł2, Katarzyna Sytek-Szmeichel2, Jolanta Podedworna2,
Joanna Surmacz-Górska1 and Dorota Marciocha1
Abstract
Background: The study aimed to evaluate the influence of the duration times of anaerobic phases on the bacterial
biocenosis characterisation while denitrifying dephosphatation in the Integrated Fixed-Film Activated Sludge –
Moving-Bed Sequencing Batch Biofilm Reactor (IFAS-MBSBBR). The experiment was conducted in a laboratory
model. The study consisted of four series, which differed in terms of the ratio of the anaerobic phases.
duration concerning the overall reaction time in the cycle. The anaerobic phases covered from 18 to 30% of the
whole cycle duration. During the reactor performance that took 9 months, the influent and effluent were
monitored by analysis of COD, TKN, NH4-N, NO2-N, NO3-N, TP, PO4-P, pH, alkalinity and the phosphorus uptake
batch tests. Characterisation of the activated sludge and the biofilm biocenosis was based on fluorescent in situ
hybridisation (identification of PAO and GAO) and the denaturing gradient gel electrophoresis patterns.
Results: The organic compounds removal was high (more than 95.7%) independently of cycle configuration. The
best efficiency for nitrogen (91.1%) and phosphorus (98.8%) removal was achieved for the 30% share of the
anaerobic phases in the reaction time. Denitrifying PAO (DPAO) covered more than 90% of PAO in the biofilm and
usually around 70% of PAO in the activated sludge. A substantial part of the polyphosphate accumulating
organisms (PAO) community were Actinobacteria. The denitrifying dephosphatation activity was performed mainly
by Accumulibacter phosphatis.
Conclusions: High nutrient removal efficiencies may be obtained in IFAS-MBSBBR using the denitrifying
dephosphatation process. It was found that the length of anaerobic phases influenced denitrification and the
biological phosphorus removal. The extension of the anaerobic phases duration time in the reaction time caused
an increase in the percentage share of denitrifying PAO (DPAO) in PAO. The biocenosis of the biofilm and the
activated sludge reveal different species patterns and domination of the EBPR community.
Keywords: Denitrifying dephosphatation, Polyphosphate accumulating organisms, Moving bed reactor, Activated
sludge, Biofilm, Wastewater treatment
* Correspondence:
1
Department of Environmental Biotechnology, Faculty of Energy and
Environmental Engineering, Silesian University of Technology, 2A Akademicka
St., 44-100 Gliwice, Poland
Full list of author information is available at the end of the article
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Gnida et al. BMC Microbiology
(2020) 20:222
Background
Efficient removal of nutrient compounds such as carbon,
nitrogen, and phosphorus from different types of wastewater is still one of the priority issues concerning the environment and its protection. Many wastewater
treatment plants (WWTPs) suffer from a too low load of
organic compounds in wastewater concerning the requirements associated with the removal of nitrogen and
phosphorus [1]. The problem is usually solved by a dosage of an external carbon source or by performing
chemical dephosphatation, which increases the operating
costs of the plant. The alternative seems to be the use of
denitrifying dephosphatation, which is based on the obtainment of a specific group of organisms capable of accumulating orthophosphates in anoxic conditions with a
simultaneous reduction of nitrates to nitrogen gas.
The discovery of a bacterial group capable of binding
the excess of phosphates under anoxic conditions and at
the same time reducing nitrate or nitrite to nitrogen gas
(DPAO, denitrifying polyphosphate accumulating organisms) resulted in acknowledging the possibility of using
this phenomenon (denitrifying dephosphatation) to a
synergistic removal of nitrogen and phosphorus from
wastewater with significantly lower demand for organic
carbon. Denitrifying dephosphatation has been attracting
the attention of researchers for more than two decades
now. It shows important advantages apart from simultaneous dephosphatation and denitrification. These are a
lower demand for organic carbon, reduction of aeration
(lower oxygen demand), and decline in the biomass
growth [2, 3]. Although the process allows reducing
wastewater treatment costs, it is not ideal and easy to
apply. Denitrifying dephosphatation shows a lower denitrification efficiency in comparison with traditional solutions for the N and P removal. Moreover, the demand
for N:P of 7 is rarely encountered in municipal wastewater [3]. Thus, ensuring optimal conditions and the enrichment of DPAO can be difficult.
Due to the mentioned advantages and disadvantages of
the process, it is necessary to search for such working
conditions of the bioreactor in which the performance of
denitrifying dephosphatation represents the highest possible share in the total efficiency of nitrogen and phosphorus removal represented by all processes. The factors
that promote growth and stimulate the activity of DPAO
in activated sludge and favour the denitrifying orthophosphate consumption have a significant influence on
the efficiency increase in denitrifying dephosphatation.
Enrichment of DPAOs requires conditions inhibiting the
growth of other bacteria that can compete with them.
DPAOs proliferate particularly easily in a continually repeating sequence of alternating anoxic and anaerobic
conditions, while in anaerobic conditions sufficient
quantities of a readily biodegradable organic substrate
Page 2 of 12
(e.g. acetates) must be available [4, 5]. The load of the
substrate should provide an adequate efficiency of the
orthophosphates release (...truncated)