Biochemical Engineering Journal 93 (2015) 102–107
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Biochemical Engineering Journal
jo ur nal home p age: www.elsevier.com/locate/ bej
Regular article
The feasibility of citric acid as external carbon source for biological
phosphorus removal in a sequencing batch biofilm reactor (SBBR)
Artur Mielcarek
a
, Joanna Rodziewicz
a
, Wojciech Janczukowicz
a,∗
, Arthur Thornton
b
a
University of Warmia and Mazury in Olsztyn, Department of Environment Engineering, ul. Warszawska 117a, Olsztyn 10-719, Poland
b
Atkins, Woodcote Grove, Ashley Road, Epsom KT18, United Kingdom
a r t i c l e i n f o
Article history:
Received 18 March 2014
Received in revised form 9 September 2014
Accepted 4 October 2014
Available online 13 October 2014
Keywords:
Fixed-bed bioreactors
Fed-batch culture
Waste-water treatment
Phosphate release and uptake rates
Citric acid
Aeration and mixing phases duration
a b s t r a c t
The aim of this study was to evaluate the feasibility of citric acid as external carbon source for biolog-
ical phosphorus removal. Citric acid was the only source of organic carbon and biomass occurred only
as a biofilm. The effect of varying the duration of the mixing and aeration phases on the process of
dephosphatation and consumption of organic substrate was examined. The operation consisted of filling
(0.5 h), mixing (2.75–8.25 h), aeration (2.75–8.25 h) and draw (0.5 h) phases. Total phosphorus and nitro-
gen influent concentrations were 7.02 mg P L
-1
and 2.05 mg N L
-1
, respectively. Enhanced intracellular
accumulation of polyphosphates (poly-P) and their release in reactors with immobilized biomass (SBBR)
was stated. The highest rates of phosphates release (0.059 ± 0.004 g P–PO
4
3-
m
-2
h
-1
) and phosphates
uptake (0.028 ± 0.002 g P–PO
4
3-
m
-2
h
-1
) were observed for mixing to aeration phase duration ratio of
1:3. The percentage of phosphorus in dry matter of biofilm reached 4.6%.
© 2014 Elsevier B.V. All rights reserved.
1. Introduction
Rotating biological contactors (RBC) as well as activated sludge
sequencing batch reactors (SBR) have been designed for organic
compounds removal [1]. These types of treatment technology are
also increasingly required to be more effective in removing nitrogen
and phosphorus in response to the tighter water quality objectives.
Expectations regarding increasing quality of wastewaters dis-
charged to the natural environment have urged the need for
increasing the effectiveness of nitrogen and phosphorus removal
in technological solutions of this type. In some studies the clas-
sic sequencing batch reactors are shown to be superior to the
continuous-flow systems (flexibility in respect of flow and load
of contaminants) [2,3], and reactors with biofilm are superior
to the suspended activated sludge systems (lesser susceptibility
to changes in the load of contaminants, lesser biomass growth,
higher biomass concentration, lower volume of reactors) [4–6],
sequencing batch biofilm reactors (SBBR) are considered as a novel
treatment approach.
∗
Corresponding author. Tel.: +48 89 5233257; fax: +48 89 5234124.
E-mail addresses: artur.mielcarek@uwm.edu.pl (A. Mielcarek),
joanna.rodziewicz@uwm.edu.pl (J. Rodziewicz), jawoj@uwm.edu.pl
(W. Janczukowicz), arthur.thornton@atkinsglobal.com (A. Thornton).
Phosphorus removal in wastewater biological treatment sys-
tems requires the incorporation of the phosphorus into the biomass
and then the removal of the excess biomass.
The mean content of phosphorus reaches 2–3% d.m. of bacte-
rial cells [7,8]. However, some microorganisms are capable of its
increased uptake and intracellular accumulation. The mechanism
of enhanced biological phosphorus removal (EBPR) has applied for
years been in technologies developed for nutrients removal from
wastewater treatment [1].
Traditional heterotrophic denitrification and biological dephos-
phatation are, to a large extent, dependent on the quantity and
type of biodegradable forms of organic carbon in respect of both
total duration of reactor cycle and duration of its particular phases
[5,9–12]. With the appropriately duration of the anaerobic phase
and the presence of sufficient organic substrates, the dephosphata-
tion may be only slightly delayed or even occur simultaneously
with denitrification. The problem of the insufficient quantity of the
organic compounds may be solved by applying an external source of
organic compounds. The impact of different types of organic com-
pounds on the effectiveness of nitrogen compounds removal or the
capability of activated sludge for enhanced intracellular accumula-
tion of polyphosphates has already been extensively investigated
[9,13–15]. One of the most popular and the best explored sources of
organic carbon in reactors with activated sludge is acetic acid. How-
ever, volatile fatty acids (VFA) [16–18], and substrates like glucose,
methanol, ethanol [14,19–22] as well as selected types of industrial
wastewaters [23,24] or waste products [25–27] may serve as good
http://dx.doi.org/10.1016/j.bej.2014.10.001
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