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wat e r r e s e a r c h 4 6 ( 2 0 1 2 ) 1 7 9 3e1 8 0 2
Available online at w
journal homepage: www.elsevier .com/locate/watres
Molecular indicators ofNitrobacter spp. population and growthactivity during an induced inhibition event in a bench scalenitrification reactor
Shawn Hawkins a,*, Kevin Robinson b, Alice Layton c, Gary Sayler c
aThe University of Tennessee, Department of Biosystems Engineering and Soil Science, 310 Biosystems Engineering and Environmental
Sciences Office, 2506 E.J. Chapman Drive, Knoxville, TN 37996-4531, USAbThe University of Tennessee, Department of Civil and Environmental Engineering, 219A Perkins Hall, 1506 Middle Drive, Knoxville,
TN 37996-2010, USAcThe University of Tennessee, Center for Environmental Biotechnology, 676 Dabney-Buehler Hall, 1416 Circle Drive, Knoxville,
TN 37996-1605, USA
a r t i c l e i n f o
Article history:
Received 7 September 2011
Received in revised form
16 December 2011
Accepted 28 December 2011
Available online 11 January 2012
Keywords:
Nitrification
Nitrite oxidation
Nitrobacter
rRNA transcript
rRNAt/rDNA ratio
qPCR
* Corresponding author. Tel.: þ1 865 974 772E-mail address: [email protected] (S. Ha
0043-1354/$ e see front matter ª 2012 Elsevdoi:10.1016/j.watres.2011.12.053
a b s t r a c t
The Nitrobacter spp. ribosomal RNA gene (rDNA) and transcript (rRNAt) abundance were
quantified in a bench scale nitrification reactor during baseline periods of high nitrification
efficiency and an intervening staged inhibition event. The transcript to gene ratio (rRNAt/
rDNA) was highly sensitive to changes in the reactor nitrite oxidation rate. During high
nitrification efficiency, the rRNAt/rDNA metric displayed a range from 0.68 to 2.01 with
one-sided (a¼ 0.10) lower and upper prediction intervals of 0.70 and 1.78, respectively.
When nitrification was inhibited by disabling the reactor pH control system, this
activity metric declined an order of magnitude to w0.05, well below the lower prediction
interval reflecting high nitrification efficiency. The decline was rapid (2 h) and preceded
a significant drop in reactor nitrification performance, which occurred as ammonia accu-
mulated. The rRNAt/rDNA ratio remained low (w0.05) for several days after the pH control
system was re-enabled at a setpoint of 8.0, which otherwise induced rapid oxidation of
accumulated ammonia and produced high free ammonia concentrations. The timing of
a subsequent increase in the rRNAt/rDNA ratio, which transiently exceeded the upper
prediction interval established during the baseline period of high nitrification efficiency,
was not coincidental with resumption of pH control at 7.2 that lowered free ammonia
concentrations to non-inhibitory levels. Rather, nitrite oxidation resumed and the rRNAt/
rDNA ratio increased only after oxidation of accumulated ammonia was complete, which
was coincidental with reduced reactor oxygen demand. In summary, the Nitrobacter rRNAt/
rDNA activity metric reflected timely and easily recognizable changes in nitrite oxidation
activity, illustrating that molecular data can be used to diagnose poor biological waste-
water treatment performance.
ª 2012 Elsevier Ltd. All rights reserved.
2; fax: þ1 865 974 4514.wkins).ier Ltd. All rights reserved.
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wat e r r e s e a r c h 4 6 ( 2 0 1 2 ) 1 7 9 3e1 8 0 21794
1. Introduction 2. Materials and methods
Ammonia is conventionally removed from low-strength
industrial and municipal wastewater using nitrification in
biological reactors, thereby preventing undue oxygen demand
and toxicity effects on receiving streams. Nitrification is
a two-step aerobic treatment process in which ammonia is
first oxidized to nitrite by ammonia oxidizing bacteria and/or
archaea (AO). This rate-limiting step is followed by the rapid
oxidation of nitrite to nitrate by nitrite oxidizing bacteria
(NOB) (Huang et al., 2010). Even though nitrification
is commonly employed in wastewater treatment plants,
performance is prone to perhaps mutualistic declines in
nitrite and ammonia oxidizing activity (Anthonisen et al.,
1976) that are frequent and not well understood (Rittmann
and McCarty, 2003).
Less conventional biological treatment techniques are
increasingly being used to remove ammonia and nitrogen
from high strength wastewaters such as digester effluent
(Hellinga et al., 1998) and landfill leachate (Ganigue et al.,
2009). Ammonia but not nitrite oxidation is promoted in
these processes and coupled with denitritification (the use
of nitrite as a terminal electron acceptor) and/or anaerobic
ammonia oxidation (annamox) (Van Hulle et al., 2010).
While these biological reactions more efficiently remove
ammonia and nitrogen, it is historically been difficult to
maintain low NOB activity (Fux et al., 2004; Turk and
Mavinic, 1989).
Engineers increasingly have at their disposal molecular
research tools to monitor bacterial sub-population and in-
situ activity levels to help diagnose lagging biological
wastewater treatment performance. The ultimate goal is to
more fully understand and improve the reliability of
conventional treatment processes such as nitrification and
to ease the startup and long term implementation of
advanced technologies such as anammox (Van Hulle et al.,
2005). This effort demands that focus be given to the
development of techniques that make molecular data more
productive for reactor design and startup and for diagnosing
lagging performance. A prime target to advance these
causes in relation to nitrogen treatment is the NOB
because nitrite oxidation activity determines the
efficiency of both conventional and advanced treatment
techniques.
The objective of the research herein was to demonstrate
the usefulness of the real time quantitative polymerase chain
reaction (qPCR) to improve understanding of lagging
nitrification treatment performance. This was accomplished
by measuring the dominant NOB (Nitrobacter spp.) population
and growth activity levels, measured as the ribosomal gene
(rDNA) and ribosomal gene transcript (rRNAt) abundance,
respectively. The study establishes a “normal” range of the
Nitrobacter spp. rRNAt/rDNA activity metric during two inde-
pendent baseline periods of high nitrification efficiency. The
usefulness of Nitrobacter spp. rRNAt/rDNA activity metric data
to signal lagging performance in a timely manner was inves-
tigated during an intervening staged inhibition event, as was
the ability to provide improved understanding for the under-
lying inhibition causes.
2.1. Bench scale nitrification reactor
A 10 L fill and draw, complete mix, bench scale nitrification
reactor (BSNR) was the subject of this study. The BSNR was
maintained at 30� 1 �C in a temperature control room (Model
NSCP2S; Norlake Scientific, Hudson, WI) and continuously
received 1 L/day of poorly buffered influent: 54 mM (NH4)2SO4
(1500 mg-N/L), 1.5 mM K2HPO4, 1.5 mM KH2PO4, 0.75 mM
MgSO4, 0.20 mM CaCl2, 16.6 mM EDTA, 9.9 mM FeSO4, and
0.5 mMCuSO4. This reactor was operated over one year prior to
conducting the experiments herein and typically exhibited
very high nitrification efficiency (97� 3%). The dominant NOB
in this reactor were previously identified as Nitrobacter spp.
(Hawkins et al., 2006).
Humidified air (z800 cm3/min) was directed through
a 0.2 mm, 37 mm inline bacterial air vent (Uniflo-50T, Gelman
Sciences; Ann Arbor, MI) and metered using airflow rate
control tubes (Model 082-02G, Aalborg Instruments; Orange-
burg, NY) before being sparged into the reactor through
stainless steel fine bubble diffusers. A constant airflow rate
was achieved using an inline backpressure regulator (Model
100HR, Controlair; Amherst, NH). The BSNR dissolved oxygen
(DO) concentrationwas typicallymaintained at or above 3 mg/
L during normal operating conditions (high nitrification effi-
ciency). This concentration exceeds the oxygen affinity
constants for nitrifying bacteria (Guisasola et al., 2005).
Nitrification consumes alkalinity at a rate of 7.1 mg CaCO3
permgNH4þ-N oxidized (Grady et al., 1999). By design the BSNR
received a poorly buffered influent and was outfitted with
a control system to maintain the pH (normal setpoint 7.2) that
consisted of an analyzer/controller and fouling resistant elec-
trode (Model WDP300and WEL-PHF-NN, respectively, Wal-
chem Corporation; Holliston, MA). During normal operation,
when the pH fell below 7.2 a relay in the controller energized
a pump (P/N 10570105B2A126, Barnant Company, Barrington,
IL) that injected a 5% Na2CO3 solution into the reactor. This
solution quickly increased the pH slightly above the setpoint,
at which time the analyzer shut power off to the pump.
2.2. Physical and chemical analyses
Soluble nitrogen was quantified in filtered reactor mixed
liquor samples using ion chromatography as previously
described (Hawkins et al., 2010) and used to determine the
nitrification efficiency
Nitrificationefficiencyð%Þ¼
NO�3
NHþ4 þNH3þNO�
2 þNO�3
!�100%
(1)
Concentrations of free ammonia in the BSNR were calcu-
latedusingmeasuredvaluesof the reactorpHand temperature
and the total ammonia concentration (Anthonisen et al., 1976)
NH3ðmg �N=LÞ ¼ 1714
� Total ammoniaðmg �N=LÞ � 10pH
Kb=Kw þ 10pH; (2)
where Kb/Kw ¼ e(6344/273 þ �C)
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wat e r r e s e a r c h 4 6 ( 2 0 1 2 ) 1 7 9 3e1 8 0 2 1795
The reactor pH, DO, and temperature were continuously
recorded using a model 556 sonde (YSI, Inc.; Yellow Springs,
OH) during an induced inhibition experiment described in
Section 2.5 below. This data was used to corroborate
and refine trends in ammonia and nitrite oxidation
activity inferred with soluble nitrogen concentration data.
Reactor mixed liquor samples were analyzed for volatile sus-
pended solids (MLVSS) using Standard Method 2540E (APHA,
1998) as a grossmeasure of the reactor biomass concentration.
2.3. Nitrobacter spp. ribosomal gene and ribosomal genetranscript quantification
AqPCRassaywasusedto targetaconservedregionbetweenthe
16Sand23S ribosomalRNAgenes in theNitrobacter spp.genome
(Hawkins et al., 2006). In reactormixed liquor DNA extracts, the
ribosomal RNA gene (rDNA) was quantified and served as
a direct measure of the Nitrobacter spp. population level
(Navarro et al., 1992). In reactor mixed liquor RNA extracts, the
ribosomal RNA transcript (rRNAt) abundance was quantified
followinga reverse transcription step and servedasanabsolute
measure of Nitrobacter spp. growth activity (Lu et al., 2009)
Triplicate biomass samples were collected from the BSNR
three times per week during two baseline periods of high
nitrification efficiency and more frequently during an inter-
vening induced inhibition event. These samples were
preserved, nucleic acids were extracted, and qPCR was per-
formed to measure the Nitrobacter spp. ribosomal gene (rDNA)
and transcript (rRNAt) abundance as previously
described (Hawkins et al., 2006). The detection system tar-
geted a genus specific intergenic spacer region between the
16S and 23S ribosomal RNA genes and consisted of the
primers NITISRf (50-CCATTCACTATCTCCAGGTC-30) and
NITISRr (50-TGATTAGAAAGACCAGCTTGC-30) and a fluores-
cent probe NITISRp [50-TCGAACCGATAGCGAGGCGG-30]. Nitrobacter spp. rDNA abundance was quantified in 1:5
dilutions of the sample DNA extracts using a real time PCR
reaction containing: 12.5 ml of QuantiTect� Probe PCR master
mix (Qiagen; Valencia, CA), 5.125 ml of nuclease free water,
400 nMof each primer (1 ml), 150 nMof probe (0.375 ml), and 5 ml
of template. The rDNA assay temperature protocol was as
follows: 50 �C for 2 min, Taq activation at 95 �C for 15 min, and
40 cycles with melting at 94 �C for 15 s and annealing/exten-
sion at 61 �C for 1 min. Sample amplification efficiency was
typically 91% with a detection limit of 50 copies/reaction.
Nitrobacter spp. rRNAt abundance was quantified in 1:5 dilu-
tions of the sample RNA extracts by real time RT-PCR using
the following reaction mix prepared on ice: 12.5 ml of
QuantiTect� Probe RT-PCR master mix (Qiagen; Valencia, CA),
4.875 ml of RNase free water, 400 nM of each primer (1 ml),
150 nM of probe (0.375 ml), 0.25 ml of RT enzymemix, and 5 ml of
template. The rRNAt assay temperature protocol was as
follows: RT reaction at 50 �C for 30 min, Taq activation at 95 �Cfor 15 min, and 40 cycles with melting at 94 �C for 15 s and
annealing/extension at 61 �C for 1 min. Sample amplification
efficiency was typically 95% with a detection limit of 500
copies/reaction. Both assays were performed on a MJ DNA
Engine Opticon thermocycler in triplicate using the average
fluorescence for cycles 3e7 for baseline subtraction, a fluo-
rescence threshold of 0.005, and external standard curves.
2.4. BSNR baseline activity assessment
The BSNR was monitored for 65 days prior to an induced
inhibition experiment during which time the nitrification
efficiency and MLVSS were measured three times per week
and the Nitrobacter spp. rDNA and rRNAt concentrations were
measured once per week. These same parameters were
measured for 19 additional days following full recovery from
the induced inhibition event. The objective for monitoring
these baseline periodswas to establish expected values for the
Nitrobacter spp. rDNA/rRNAt ratio using non-parametric lower
and upper prediction intervals during documented periods of
high nitrification efficiency.
2.5. BSNR induced inhibition experiment
Nitrification inhibition was induced in the BSNR following 65
days of continuous high nitrification efficiency. The inhibition
event lasted twoweeks and consisted of three phases initiated
by a single manipulation of the reactor pH control system,
after which certain responses in the AO and NOB activity
levels were expected (Table 1). Hypotheses were made for the
rDNA/rRNAt activity metric for each stage of the inhibition
experiment (Table 1). The experimentwas analogous to a drop
in influent alkalinity in a reactor treating highly nitrogenous
wastewater (Grady et al., 1999).
2.6. Statistical analyses
An analysis of variance (ANOVA) of the log transformed
Nitrobacter spp. rDNA and rRNAt abundance measurements
(a¼ 0.05) was used to assess whether the Nitrobacter pop-
ulation and activity varied significantly across periods of high
and lownitrification efficiency. Groups of statistically different
data were established using a post hoc Tukey Honestly Signifi-
cant Difference (HSD) analysis (a¼ 0.05). In this study, data
were assigned to Tukey HSD groups using letter designations;
data points not sharing a common letter were significantly
different. Trends in the reactormolecular and soluble nitrogen
data over time were established non-parametrically using the
slope of a Kendall-Thiel robust line (a¼ 0.05). Correlations
between the reactor MLVSS, rDNA, and rRNAt data were
established non-parametrically using Kendall’s s (a¼ 0.05).
The maximum and minimum expected rRNAt/rDNA ratio
values under steady state, high nitrification efficiency were
established with upper and lower non-parametric prediction
intervals (a¼ 0.1), respectively. Statistical analyses were per-
formed as previously described (Helsel andHirsch, 2002) using
the JMP software package (SAS Institute, Inc.; Cary, NC) or an
Excel spreadsheet (Microsoft, Inc.; Redmond, CA).
3. Results and discussion
3.1. Baseline periods of high nitrification efficiency
3.1.1. Soluble nitrogen concentrationsReactornitrogenconcentrationsweremeasuredduringa65day
timeperiodprior to, anda19day timeperiodafter recover from,
a staged inhibition event (Fig. 1-A). The total ammonia, free
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Table 1 e Hypotheses for a three phase inhibition experiment in the bench scale nitrification reactor.
Phase Perturbation Expected response NOB activity interpretation Nitrobacter rRNAt/rDNAhypotheses
1 pH control
disabled
Ammonia but not nitrite
accumulates, nitrate declines
AO inhibited; NOB
substrate starved
Declines below the lower
prediction interval established
during baseline periods of
high nitrification efficiency
2 pH control enabled
at setpoint 8.0
Free ammonia immediately
spikes, nitrate and total
ammonia decline,
nitrite accumulates
AO become active; NOB
inhibited by high AO
activity and/or free ammonia
Remains below the lower
prediction interval established
during baseline periods of high
nitrification efficiency
3 pH control setpoint
lowered to 7.2
Free ammonia lowered,
ammonia oxidized,
nitrite oxidation
eventually resumes,
nitrate eventually increased
NOB become active, the
timing of which indicates
the importance of free
ammonia inhibition
during phase 2
Increases above the upper
prediction interval established
during baseline periods of high
nitrification efficiency
wat e r r e s e a r c h 4 6 ( 2 0 1 2 ) 1 7 9 3e1 8 0 21796
ammonia, and nitrite concentrations were low and the nitrate
concentrations were high. These data confirm that prolonged
periods of high, steady state nitrification efficiency (�97%)
occurred both before and after the staged inhibition event.
A
B
Fig. 1 e Bench scale nitrification reactor (A) soluble nitrogen an
suspended solids data collected during a 65 day time baseline
recovery from, a staged inhibition event.
3.1.2. Nitrobacter spp. rDNA and rRNAt abundance and therRNAt/rDNA ratioBaseline Nitrobacter spp. rDNA, rRNAt, and the rRNAt/rDNA
ratio data are provided in Fig. 1-B. ANOVA rejected the null
d (B) Nitrobacter spp. molecular and mixed liquor volatile
period prior to, and a 19 day baseline time period after
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wat e r r e s e a r c h 4 6 ( 2 0 1 2 ) 1 7 9 3e1 8 0 2 1797
hypothesis that the Nitrobacter spp. rDNA abundance
measured at various times during this study were similar
(F¼ 20; p-value< 0.001). However, a subsequent Tukey HSD
analysis revealed that a clear majority of the Nitrobacter rDNA
concentrations during the baseline periods of high nitrifica-
tion efficiency was similar, including all the measurements in
the five weeks prior to and the three weeks following recovery
from the staged inhibition event (Table 2 e Tukey HSD group
E). Interestingly, the mean rDNA abundance and MLVSS data
were not significantly correlated (Kendall’s s¼�0.091;
p-value¼ 0.697).
Overall, the Nitrobacter rDNA levels were similar to those
found for Nitrospira rDNA in full scale municipal (12 samples
collected monthly: 3� 2� 1010 copies/L) and industrial
(3 samples: 3� 2� 1010 copies/L) wastewater treatment plants
(WWTPs), even though the BSNR influent ammonia concen-
tration (1500 mg-N/L) wasmuch higher than for themunicipal
(z20 mg-N/L) and industrial (45 mg-N/L) reactors (Dionisi
et al., 2002). Nitrospira rDNA abundance in four bench scale
reactors with widely different volatile suspended solids
concentrations (350e2100 mg/L: 1.0� 109e3.6� 1010 copies/L)
were also similar to the Nitrobacter spp. concentrations
Table 2 e Statistical analysis of Nitrobacter spp. rDNA and rRNAevent in the bench scale nitrification reactor.
Operationalday
Inhibition experiment(h since perturbations)
Nit
Phase 1 Phase 2 Phase 3 Mean�
2 2.28� 0.2
9 1.81� 0.0
16 1.84� 0.0
23 1.70� 0.4
30 1.64� 0.2
37 1.39� 0.1
44 1.19� 0.0
51 9.11� 0.7
58 8.84� 1.0
65 �0.1 9.60� 2.3
2.1 9.44� 2.3
3.1 1.25� 0.1
4.0 9.81� 1.9
5.5 9.67� 1.1
8.1 7.80� 3.4
24.7 8.41� 1.6
72.1 �0.1 4.69� 0.8
7.9 5.47� 0.3
20.0 3.37� 0.2
31.7 4.84� 0.6
44.1 �0.1 3.17� 0.3
11.7 6.24� 0.8
22.0 3.80� 0.7
33.9 4.77� 1.0
45.8 4.81� 1.0
69.9 6.32� 1.3
120.0 1.26� 0.1
168.0 1.84� 0.0
87 216.0 1.18� 0.0
96 9.12� 0.3
103 9.53� 0.8
observed in the BSNR during high nitrification
efficiency (Dionisi et al., 2003).
ANOVA rejected the null hypothesis that the Nitrobacter
spp. rRNAt abundance measured at various times during this
study were similar (F¼ 204; p-value< 0.001). However,
a subsequent Tukey HSD analysis revealed that the vast
majority of the Nitrobacter rRNAt concentrations during both
baseline periods of high nitrification efficiency was not
statistically different (Table 2). The relative range of transcript
abundance during steady state, high nitrification efficiency
(2.8-fold) was similar to the relative range observed for the
gene abundance (2.6-fold). The BSNR Nitrobacter rRNAt range
of values at steady state N-treatment performance was lower
than that observed for Pseudomonas abietaniphila rRNA (4-fold
range) in a complete mix bench scale reactor at steady state
(Muttray and Mohn, 1998). Other studies have generally re-
ported that the ribosomal transcript abundance was
decidedly more variable than rDNA and/or cell abundance at
steady state conditions (Cangelosi and Brabant, 1997; Licht
et al., 1999; Oerther et al., 2000). The mean rRNAt abundance
was not significantly correlated with MLVSS or the mean
rDNA data.
t data collected before, during, and after a stated inhibition
Statistical summary
robacter spp. rDNA Nitrobacter spp. rRNAt
SD TukeyHSD groups
Mean� SD TukeyHSD groups
0� 1010 A 3.48� 0.20� 1010 AB
9� 1010 ABC 2.16� 0.34� 1010 BCDE
3� 1010 AB 1.26� 0.27� 1010 E
2� 1010 ABCD 1.31� 0.06� 1010 DE
8� 1010 ABCDE 2.17� 0.30� 1010 BCDE
4� 1010 ABCDEF 2.46� 0.05� 1010 BCD
8� 1010 BCDEFG 1.39� 0.24� 1010 DE
5� 109 DEFGHI 1.62� 0.03� 1010 DE
7� 109 EFGHIJK 1.35� 0.08� 1010 DE
0� 109 DEFGH 1.50� 0.10� 1010 DE
3� 109 DEFGH 5.85� 0.30� 109 F
3� 1010 ABCDEFG 5.76� 0.13� 109 F
2� 109 CDEFGH 3.28� 0.72� 109 FG
9� 109 CDEFGH 1.74� 0.37� 109 GH
1� 109 GHIJKL 7.98� 3.16� 108 I
7� 109 FGHIJKL 4.63� 0.54� 108 IJK
1� 109 LMN 3.78� 0.48� 108 JK
8� 109 HIJKLMN 7.02� 0.62� 108 IJ
7� 109 MN 2.78� 0.27� 108 K
5� 109 IJKLMN 4.93� 1.02� 108 IJK
9� 109 N 4.72� 0.55� 108 IJK
4� 109 HIJKLM 8.94� 1.37� 108 HI
5� 109 MN 3.64� 1.05� 108 K
4� 109 KLMN 3.41� 0.53� 108 K
5� 109 JKLMN 5.79� 0.99� 109 F
9� 109 HIJKLM 1.86� 0.40� 1010 BCDE
7� 1010 ABCDEFGH 3.40� 0.23� 1010 ABC
9� 1010 AB 4.88� 0.26� 1010 A
2� 1010 BCDEFG 1.79� 0.52� 1010 CDE
9� 109 DEFGHIJ 1.83� 0.31� 1010 BCDE
4� 109 DEFGHIJ 1.47� 0.06� 1010 DE
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wat e r r e s e a r c h 4 6 ( 2 0 1 2 ) 1 7 9 3e1 8 0 21798
A primary goal in conducting this study was to demon-
strate whether molecular data could be used to quickly and
reliability predict reactor treatment performance. Our
approach was to calculate prediction intervals for Nitrobacter
spp. rRNAt/rDNA activity metric, a normalized measure of
growth activity, during baseline periods of documented high
nitrification efficiency. Metric values during the subsequent
staged inhibition event were compared with the prediction
intervals to unambiguously and rigorously establish unusu-
ally high or low growth activity.
The Nitrobacter spp. rRNAt/rDNA ratio ranged from 0.68 to
2.01 during the baseline periods of high nitrification
efficiency before and after the staged nitrification inhibition
event (Fig. 1-B). These thirteen data points were combined to
establish non-parametric lower (0.70) and upper (1.78)
prediction intervals. It was hypothesized that during nitrifi-
cation inhibition the ratio would fall below the lower predic-
tion interval, and during recovery from inhibition the metric
would exceed the upper prediction interval (Table 1). The
lower prediction interval for the Nitrobacter spp. rRNAt/rDNA
in this study was well above the values for this metric during
starvation and exposure to diverse inhibitors in previous
batch experiments (Hawkins et al., 2008, 2010).
3.2. Staged inhibition experiment
3.2.1. Reactor pH and DOPhase 1 of the inhibition experiment was initiated by disabling
the reactor pH control system on operating day 65 (Fig. 1).
Immediately thereafter the reactor pH dropped rapidly (�0.17
pH units/h) for 3.5 h (Fig. 2-A). The steep decrease in pH was
accompanied by a gradual increase in the reactor DO
concentration from 3 to 3.5 mg/L. After 3.5 h, the pH tempo-
rarily stabilized at 6.7 for 30 min, during which time the DO
increased sharply from 3.5 to 6.2 mg/L. Thereafter, the pH
continued to decrease at a much slower rate (�0.04 pH units/
h) and eventually stabilized at the influent pH value of 5.6. The
main biochemical reaction in the BSNR was nitrification
which produces acidity and consumes dissolved oxygen.
Thus, the pH and DO data confirm that nitrification activity
gradually decreased and then abruptly ended 3.5 h after the
pH control system was disabled.
Phase 2 of the inhibition experiment was initiated by re-
enabling the reactor pH control system at a setpoint of 8.0.
This setpoint was attained within 15 min and maintained in
a narrow range thereafter (Fig. 2-A). The reactor DO concen-
tration fell sharply after the pH control system was enabled
(from 6.3 to 4.8 mg/L in 1.1 h). Thereafter, the DO declined to
z2.25 mg/L after 44 h at pH 8.0, with the concentration
dropping more quickly as phase 2 of the experiment pro-
ceeded (Fig. 2-A). This indicated aerobic biological activity
began concomitantly with the pH change and increased
gradually over time.
Phase 3 of the inhibition experiment was initiated by
changing the reactor pH setpoint from 8.0 to 7.2. The pH
dropped quickly at a rate of 0.19 units/h until pH 7.5 was
attained after 2.7 h (Fig. 2-A). This rate of decline was similar
to that observed after pH control was disabled to initiate phase
1 and was likely controlled by the acidity produced during
ammonia oxidation. Between 2.7 and 5.2 h after the setpoint
change, the rate of pH decline slowed to 0.10 pH units/h. After
5.2 h the pH control system became active and thereafter
maintained the pH between 7.14 and 7.39.
The DO concentration decline that began in phase 2
continued into phase 3 (Fig. 2-A). During phase 3, the DO
further decreased from 2.3 to 0.9 mg/L after 22.7 h had
elapsed, and remained below 2.0 mg/L until approximately
37.5 h had elapsed. Between 37.5 and 44 h after phase 3 began,
the DO concentration increased sharply to approximately
3.8 mg/L. This suggested that a significant source of aerobic
activity ended during this time frame. Thereafter, the DO
concentration was maintained between approximately 3 and
4 mg/L.
3.2.2. Soluble nitrogen concentrationsThe total ammonia concentration increased monotonically
(Kendall’s s¼ 1; p-value¼ 0.0014) from less than 1 mg-N/L to
28.7 mg-N/L within 8.1 h after phase 1 of the inhibition
experiment began (Fig. 1-B). However, it would have been
difficult to justify a prediction of deteriorating treatment
performance using only the total ammonia trend and
concentration at that time. After 72 h without pH control, the
total ammonia concentration was very high (403 mg-N/L; 41%
of soluble nitrogen) and indicated nitrification was severely
inhibited. Because the pH was low, the free ammonia
concentration remained insignificant and would not inhibit
ammonia or nitrite oxidation (Anthonisen et al., 1976), there-
fore the low pH was clearly causative (Hawkins et al., 2008).
Nitrite concentrations remained below 0.1 mg-N/L throughout
phase 1, indicating that ammonia rather nitrite oxidation was
inhibited (Ruiz et al., 2003). The reactor nitrate concentration
dropped from 1298 to 995 mg-N/L during phase 1 of the inhi-
bition experiment.
The rate of nitrate decline, as well as the rate of ammonia
accumulation, suggested that these concentrations were
controlled hydraulically in the absence of nitrification during
phase 1 of the inhibition experiment. A nitrogenmass balance
was formulated under the assumption that ammonia
oxidizing activity ended 4 h after the pH control system was
disabled. Using the total ammonia and nitrate concentrations
measured at that time, along with the influent flow rate and
the sample and wastage volumes, the nitrate decline and
ammonia accumulation were projected forward. The results
(982 mgNO3�-N/L; 377 mgNH4
þ-N/L) agreed well with the final
phase 1 measurements (995 mgNO3�-N/L; 402 mgNH4
þ-N/L),
confirming that the ammonia and nitrate concentrationswere
controlled hydraulically in the absence of nitrification during
most of phase 1 of the inhibition experiment.
While the total ammonia concentration increased rapidly
during phase 1 of the experiment due to hydraulic washout,
the trend for increasing ammonia concentrations ended
abruptly when pH control was re-enabled (Fig. 2-B). During the
first 8 h of phase 2, the total ammonia concentration remained
approximately constant (396� 17 mg-N/L). Thereafter, the
concentration decreased to 301 mg-N/L after 44 h. This indi-
cated that during the first 8 h after enabling the pH control
system, the ammonia oxidization rate approximately
equaled the influent ammonia flow rate, but toward the end of
phase 2, ammonia oxidizing activity exceeded the influent
loading rate.
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Fig. 2 e Bench scale nitrification reactor (A) pH and DO, (B) soluble nitrogen, and (C) Nitrobacter spp. molecular and mixed
liquor volatile suspended solids data during a three phase staged inhibition event.
wat e r r e s e a r c h 4 6 ( 2 0 1 2 ) 1 7 9 3e1 8 0 2 1799
As the pH increased from 5.6 to 8.0, the free ammonia
concentration increased from 0.1 to 30 mg-N/L due to a rapid
acid/base equilibrium reaction (Equation (2)). Thereafter, the
concentration decreased gradually to 23.4 mg-N/L after 44 h
due to a drop in the total ammonia concentration. This free
ammonia concentration range is well above many previously
reported threshold inhibition levels for un-acclimated NOB
inhibition (Abeling and Seyfried, 1992; Anthonisen et al., 1976;
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wat e r r e s e a r c h 4 6 ( 2 0 1 2 ) 1 7 9 3e1 8 0 21800
Suthersan and Ganczarczyk, 1986; Yang et al., 2004). Because
significant volatile losses of ammonia gas due to air stripping
do not occur at <pH 8.5 (Ford et al., 1980), the decrease in the
ammonia concentration can be attributed to AO activity.
The nitrite concentration increased from below detection
limits to 212 mg-N/L with an increasing rate of accumulation
as phase 2 proceeded (Fig. 2-B). Thus, the nitrite data confirm
that ammonia was oxidized during phase 2. The nitrate
concentration decreased steadily when pH control was absent
in the reactor, a trend that was disrupted for the first 8 h of
phase 2, during which time the concentration remained
relatively constant (971� 4.0 mg-N/L) (Fig. 2-B). However,
thereafter the nitrate concentration resumed a decline down
to 847 mg-N/L at approximately the same rate noted during
phase 1 of the inhibition experiment. Because the nitrate
concentration declined during most of phase 2, NOB activity
clearly remained low.
The free ammonia concentration decreased rapidly almost
an order ofmagnitude in the first 6 h after the pH setpoint was
adjusted to 7.2 to start phase 3 of the inhibition experiment
(Fig. 2-B). If the high free ammonia concentration inhibited
nitrite oxidation during phase 2 of the experiment, the lower
concentration established in the first 6 h of phase 3 would
have been expected to stimulate NOB activity early in phase 3.
These changes certainly had little effect on ammonia oxida-
tion because the decline in the reactor total ammonia
concentration that began in phase 2 continued into phase 3
(Fig. 2-B). In fact, within the first 46 hours of the pH setpoint
change to 7.2, the total ammonia concentration decreased
from 301 to 5 mg-N/L, confirming high ammonia oxidizing
activity was present. Interestingly, this high level of ammonia
oxidizing activity occurred during a continued DO concen-
tration decline that began in phase 2 and continued through
phase 3 (Fig. 2-A). Also, a sharp rise in DO concentration that
occurred between 37.5 and 44 h coincided with the disap-
pearance of excess ammonia, confirming that the loss in
oxygen demandwas due to declining AOB activity after excess
ammonia was removed from the reactor.
Nitrite levels continued to increase with the declining
ammonia concentration during the first 58 h of phase 3, even
though the free ammonia concentration was below inhibitory
levels (Fig. 2-B). The subsequent recovery of NOB activity was
coincidental with the removal of excess ammonia and the rise
in DO concentration in the reactor, rather than with the
significant free ammonia reduction that occurred 40 h earlier.
This indicated free ammonia was not the principle inhibiting
factor for nitrite oxidation in phase 2 (Hawkins et al., 2010;
Simm et al., 2006). Rather, the data indicate that NOB inhibi-
tion was probably due to poor competition for oxygen with
highly active AOB, despite the relatively high bulk DO
concentration. Once NOB activity resumed, nitrite was quickly
removed from the reactor. Between 58 and 192 h after the pH
setpoint was changed to 7.2, the nitrite concentration
decreased from 586 to 1.3 mg-N/L.
Nitrate concentrations corroborate the assessment of AOB
and NOB activity formulated based on the ammonia, and
nitrite data. The washout of nitrate that began in phase 1
continued through phase 2 and 46 h into phase 3 (Fig. 2-B). At
this point the lowest nitrate concentration of the experiment
occurred. Thereafter, nitrate increased for the first time since
the inhibition experiment was initiated, indicating that NOB
activity began between 46 and 58 h into phase 3. As excess
nitrite was removed over the next 134 h, the nitrate concen-
tration increased concomitantly to 1198 mg-N/L, a concentra-
tion similar to that measured at the beginning of phase 1.
3.2.3. Nitrobacter spp. rDNA and rRNAt abundance and therRNAt/rDNA ratioTheNitrobacter rDNA concentrationsmeasured during the first
24 h of phase 1were not significantly different from the values
measured in the reactor over the three week time period prior
to initiating the inhibition experiment (Fig. 2-C; Table 2, Tukey
HSD group G). However, the concentration measured 72 h
after eliminating pH control was significantly lower than at
the beginning of the experiment. The relatively modest total
decrease in rDNA abundance (2.7-fold) was similar to the
range of rDNA concentrations measured during the baseline
time periods (Fig. 1-B) and to the sensitivity range for qPCR
(Dionisi et al., 2003; Hawkins et al., 2006). This clearly indicates
that bacterial population levels would serve as a poor diag-
nostic tool for failing biological reactor treatment
performance.
The Nitrobacter rRNAt concentration displayed a negative
monotonic correlation with time during the first 8 h after
phase 1 began (Kendall’s s¼�1; p-value¼ 0.0014)
and declined at a very high rate (�1.43� 109 copies/L/h)
(Fig. 2-C). Further, the absolute decline in transcript abun-
dance during this short time frame was very large (z20-fold).
The Tukey HSD analysis of the log transformed assay mean
data revealed that a mere 2 h after the pH control system was
disabled, the transcript concentration had significantly
declined (Table 2), even though the DO and pH data indicated
residual nitrification activity was likely present. Thus, the
Nitrobacter rRNAt concentration delineated a potential inhib-
itory condition (loss of pH control) much sooner than the
nitrogen data and even before the pH and DO data. Over the
entire time course of phase 1, the transcript concentration
declined monotonically and was lowest in the last sample
taken (Table 2). The rapid transcript abundance decline in this
study was similar to that observed for P. abietaniphila rRNA in
a bench scale reactor following a pH change from 6.5 to
12.5 (Muttray et al., 2001).
As hypothesized (Table 1), the rRNAt/rDNA ratio declined
below the lower BSNR prediction interval within 2 h of elimi-
nating pH control. Metric values at 8, 24.7, and 72 h after the
pH control system was disabled were all one order of magni-
tude below the lower prediction interval (Table 2). The results
clearly demonstrate this metric could be used to quickly and
unambiguously identify lapses in treatment performance.
The relative change in the Nitrobacter rRNAt/rDNA ratio
during phase 1 (31-fold) was larger than reported for a rRNA/
rDNA metric (5-fold) used to infer activity of a P. abietaniphila
strain in a bench scale reactor following a pH change from 6.5
to 12.5 (Muttray et al., 2001). Further, the changes herein were
larger than for the Acinetobacter spp. rRNAt/rRNA ratio in
bench scale sequencing batch reactors treating filtered
wastewater and during activated sludge transition from the
aeration basin to the return sludge basin at a full scale WWTP
(Oerther et al., 2000). Although this study focuses on Nitro-
bacter spp., the relative rRNAt abundance in biological
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wat e r r e s e a r c h 4 6 ( 2 0 1 2 ) 1 7 9 3e1 8 0 2 1801
wastewater treatment reactors appears to be a broadly
sensitive indicator of bacterial activity (Lu et al., 2009) that
could be used to diagnose lapses in treatment performance.
The Nitrobacter rDNA concentrations did not vary signifi-
cantly after the pH control system was re-enabled to begin
phase 2 (Table 2; Tukey HSD Group N). However, the abun-
dance at the end of phase 2 was the lowest observed in the
entire experiment. Further, when the phase 1 and phase 2
data were combined, a significant monotonic decline was
present (Kendall’s s¼�0.697; p-value¼ 0.001). The Nitrobacter
rRNAt concentrations remained low after the pH control
system was enabled (Fig. 2-C), reflecting the evident lack of
NOB activity in the reactor. As hypothesized (Table 1), the
rRNAt/rDNA ratio remained well below the lower BSNR
prediction interval throughout phase 2 of the experiment
(Fig. 2-C).
The Nitrobacter rDNA did not increase during the first 46 h
after the pH setpoint was changed from 8.0 to 7.2, beginning
phase 3 of the inhibition experiment, even though the MLVSS
increased steadily during this time frame (Fig. 2-C). A Tukey
HSD analysis of the log transformed rDNA assay mean data
confirmed that during this time the Nitrobacter rDNA concen-
trations were not significantly different than during the first
two phases of the inhibition experiment (Table 2; Tukey HSD
Group M). However, the Tukey HSD analysis did indicate that
the Nitrobacter rDNA concentration increased substantially
between 46 and 120 h after phase 3 was initiated (Table 2;
Tukey HSD group A). It was during this time frame that nitrite
oxidation resumed and excess nitrite was removed from the
reactor (Fig. 2-B).
The Nitrobacter rRNAt concentration was low during the
first 33 h of phase 3, but increased over an order of magnitude
between 33 and 46 h into phase 3 (Fig. 2-C). This sudden
increase in absolute Nitrobacter spp. growth activity was
concomitant with excess ammonia removal and a significant
increase in the DO concentration, and occurred immediately
prior to a renewal in nitrite oxidation activity between 46 and
58 h into phase 3 (Fig. 2-B). Thereafter, the rRNAt concentra-
tion increased steadily to 4.88� 0.03� 1010 copies/L, during
which time the accumulated nitrite was removed. In fact,
168 h after phase 3was initiated the transcript abundancewas
significantly higher than at the beginning of phase 1 (Table 2).
Thus, the Nitrobacter rRNAt abundance was low at the begin-
ning of phase 3 when nitrite oxidation was inhibited,
increased monotonically as excess nitrite was removed, and
declined slightly after the excess nitrite was exhausted,
accurately reflecting nitrite oxidation activity.
The Nitrobacter rRNAt/rDNA ratio was well below the
baseline lower prediction interval during the first 33 h of
phase 3, confirming low NOB activity (Fig. 2-C; Table 2). Only
12 h later, the ratio increased above the lower baseline
prediction interval to 1.0, confirming that nitrite oxidation and
Nitrobacter spp. activity had significantly increased. As
hypothesized (Table 1), the ratio then exceeded the upper
prediction interval as accumulated nitrite was oxidized,
indicating that the NOB activity level was higher than would
be expected in the BSNR when steady state, high nitrification
efficiency was maintained. After the excess nitrite was
removed, the ratio returned to between the upper and lower
prediction intervals.
4. Synthesis of results
The abundance of rRNAt has been linked to growth activity in
both fast and slow growing bacteria (Cangelosi and Brabant,
1997; Cangelosi et al., 1996; Stroot and Oerther, 2003) and the
production rate of rRNAt is generally correlated with bacterial
growth rates (Cutter and Stroot, 2008). Our work with Nitro-
bacter spp. has shown that while the ribosomal rDNA gene
abundance is a poor indicator of short term growth or nitrite
oxidation activity, it is useful as a population indicator to
normalize rRNAt abundance to assess growth and nitrite
oxidation activity as long term changes in reactor population
levels occur (Hawkins et al., 2008). The normalized ratio of the
Nitrobacter spp. transcript to gene abundance (rRNAt/rDNA)
was sensitive to a variety of inhibitors with different mecha-
nisms in batch assays (Hawkins et al., 2008, 2010), but has not
been studied in a continuous flow reactor.
In this work, a typical nitrification inhibition event
(ammonia buildup, followed by ammonia oxidation and
nitrite buildup, then full recovery) was staged in a nitrifier
enriched bench scale reactor (Van Hulle et al., 2010) to provide
an interpretive context for the usefulness of the rRNAt/rDNA
activity metric. NOB activity was well documented using
a combination of pH, DO, and nitrogen data. However, the
reactor design (high influent ammonia concentration,
absence of reduced carbon, and aerobic environment), and the
fact that nitrification is relatively simple (NH3/NO2�/NO3
�),enhanced the effectiveness of these parameters in assessing
activity. If the influent had contained organic substrates,
variable influent ammonia concentrations, or if more
complicated N-conversion pathways were promoted, the
effectiveness of these traditional activity metrics would have
been greatly dimensioned and molecular tools would have
been vital to correctly interpret activity trends.
As hypothesized, the Nitrobacter rRNAt/rDNA ratio re-
flected NOB physiological activity throughout the course of
the staged inhibition experiment. After pH control was
disabled, the metric signaled inhibition within 2 h (well before
excessive ammonia accumulated) through comparison with
a lower prediction interval established during independent
baseline periods of high nitrification performance both before
and after the staged inhibition experiment. This
demonstrated a technique that could be used by engineers to
proactively prevent and ameliorate the effect of nitrification
inhibition using molecular activity data, though sample pro-
cessing times with qPCR currently limit this ability. As ex-
pected, the rRNAt/rDNA ratio remained below the lower BSNR
prediction interval while nitrite oxidation
remained inhibited throughout phase 2. After the pH setpoint
was changed to 7.2, the rRNAt/rDNA ratio remained low even
though the free ammonia concentration, a potential NOB
inhibitor, was drastically reduced. A subsequent substantial
increase in the metric value, above the upper prediction
interval established during high nitrification performance,
occurred concomitantly with exhaustion of excess reactor
ammonia and an obvious decrease in oxygen demand within
the reactor. Thus, the metric data clearly supported
a hypothesis that poor competition for oxygen with highly
active AOB was responsible for NOB inhibition during the
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wat e r r e s e a r c h 4 6 ( 2 0 1 2 ) 1 7 9 3e1 8 0 21802
experiment, and dismisses, alongwith other studies (Hawkins
et al., 2010; Simm et al., 2006), the long held notion that free
ammonia significantly inhibits nitrite oxidation (Anthonisen
et al., 1976).
r e f e r e n c e s
Abeling, U., Seyfried, C.F., 1992. Anaerobic-aerobic treatment ofhigh-strength ammonium wastewater e nitrogen removal vianitrite. Water Science and Technology 26 (5e6), 1007e1015.
Anthonisen, A.C., Loehr, R.C., Prakasam, T.B.S., Srinath, E.G.,1976. Inhibition of nitrification by ammonia and nitrous acid.Journal Water Pollution Control Federation 48 (5), 835e852.
APHA, 1998. Standard Methods for the Examination of Water andWastewater, 20th ed. American Public Health Association,New York, NY.
Cangelosi, G.A., Brabant, W.H., 1997. Depletion of pre-16S rRNA instarved Escherichia coli cells. Journal of Bacteriology 179 (14),4457e4463.
Cangelosi, G.A., Brabant, W.H., Britschgi, T.B., Wallis, C.K., 1996.Detection of rifampin- and ciprofloxacin-resistantMycobacterium tuberculosis by using species-specific assays forprecursor rRNA. Antimicrobial Agents and Chemotherapy 40(8), 1790e1795.
Cutter, M.R., Stroot, P.G., 2008. Determination of specific growthrate by measurement of specific rate of ribosome synthesis ingrowing and nongrowing cultures of Acinetobacter calcoaceticus.Applied and Environmental Microbiology 74 (3), 901e903.
Dionisi, H.M., Harms, G., Layton, A.C., Gregory, I.R., Parker, J.,Hawkins, S.A., Robinson, K.G., Sayler, G.S., 2003. Power analysisfor real-time PCR quantification of genes in activated sludgeand analysis of the variability introduced by DNA extraction.Applied and Environmental Microbiology 69 (11), 6597e6604.
Dionisi, H.M., Layton, A.C., Harms, G., Gregory, I.R., Robinson, K.G.,Sayler, G.S., 2002.QuantificationofNitrosomonas oligotropha-likeammonia-oxidizing bacteria and Nitrospira spp. from full-scalewastewater treatment plants by competitive PCR. Applied andEnvironmental Microbiology 68 (1), 245e253.
Ford, D.L., Churchwell, R.L., Kachtick, J.W., 1980. Comprehensiveanalysis of nitrification of chemical processing wastewaters.Journal Water Pollution Control Federation 52 (11), 2726e2746.
Fux, C., Huang, D., Monti, A., Siegrist, H., 2004. Difficulties inmaintaining long-term partial nitritation of ammonium-richsludge digester liquids in amoving-bed biofilm reactor (MBBR).Water Science and Technology 49 (11e12), 53e60.
Ganigue, R., Gabarro, J., Sanchez-Melsio, A., Ruscalleda, M.,Lopez, H., Vila, X., Colprim, J., Balaguer, M.D., 2009. Long-termoperation of a partial nitritation pilot plant treating leachatewith extremely high ammonium concentration prior to ananammoxprocess. BioresourceTechnology100 (23), 5624e5632.
Grady, C.P.L., Daigger, G.T., Lim, H.C., 1999. Biological WastewaterTreatment, second ed. Marcel Deffer, Inc., New York.
Guisasola, A., Jubany, I., Baeza, J.A., Carrera, J., Lafuente, J., 2005.Respirometric estimation of the oxygen affinity constants forbiological ammonium and nitrite oxidation. Journal ofChemical Technology and Biotechnology 80 (4), 388e396.
Hawkins, S.A., Robinson, K.G., Layton, A.C., Sayler, G.S., 2006.A comparison of ribosomal gene and transcript abundanceduring high and low nitrite oxidizing activity using a newlydesigned real-time PCR detection system targeting theNitrobacter spp. 16Se23S intergenic spacer region.Environmental Engineering Science 23 (3), 521e532.
Hawkins, S.A., Robinson, K.G., Layton, A.C., Sayler, G.S., 2010.Limited impact of free ammonia on Nitrobacter spp. inhibitionassessed by chemical and molecular techniques. BioresourceTechnology 101 (12), 4522e4528.
Hawkins, S.A., Robinson, K.G., Layton, A.C., Sayler, G.S., 2008.Response of Nitrobacter spp. ribosomal gene and transcriptabundance following nitrite starvation and exposure tomechanistically distinct inhibitors. Environmental Scienceand Technology 42 (3), 901e907.
Hellinga, C., Schellen, A., Mulder, J.W., van Loosdrecht, M.C.M.,Heijnen, J.J., 1998. The SHARON process: an innovativemethod for nitrogen removal from ammonium-rich wastewater. Water Science and Technology 37 (9), 135e142.
Helsel, D.R., Hirsch, R.M., 2002. Statistical Methods in WaterResources.U.S.GeologicSurvey,U.S.Departmentof the Interior.
Huang, Z., Gedalanga, P.B., Asvapathanagul, P., Olson, B.H., 2010.Influence of physicochemical and operational parameters onNitrobacter and Nitrospira communities in an aerobic activatedsludge bioreactor. Water Research 44 (15), 4351e4358.
Licht, T.R., Tolker-Nielsen, T., Holmstrom, K., Krogfelt, K.A.,Molin, S., 1999. Inhibition of Escherichia coli precursor-16S rRNAprocessing by mouse intestinal contents. EnvironmentalMicrobiology 1 (1), 23e32.
Lu, T., Stroot, P.G., Oerther, D.B., 2009. Reverse transcription of16S rRNA to monitor ribosome-synthesizing bacterialpopulations in the environment. Applied and EnvironmentalMicrobiology 75 (13), 4589e4598.
Muttray, A.F., Mohn, W.W., 1998. RNA/DNA ratio as an indicatorof metabolic activity in resin acid-degrading bacteria. WaterScience and Technology 37 (4e5), 89e93.
Muttray, A.F., Yu, Z.T., Mohn, W.W., 2001. Population dynamicsand metabolic activity of Pseudomonas abietaniphila BKME-9within pulp mill wastewater microbial communities assayedby competitive PCR and RT-PCR. FEMS Microbiology Ecology 38(1), 21e31.
Navarro, E., Simonet, P., Normand, P., Bardin, R., 1992.Characterization of natural-populations of Nitrobacter spp.using PCR/RFLP analysis of the ribosomal intergenic spacer.Archives of Microbiology 157 (2), 107e115.
Oerther, D.B., Pernthaler, J., Schramm, A., Amann, R., Raskin, L.,2000. Monitoring precursor 16S rRNAs of Acinetobacter spp. inactivated sludge wastewater treatment systems. Applied andEnvironmental Microbiology 66 (5), 2154e2165.
Rittmann, B.E., McCarty, P.L., 2003. Environmental Biotechnology:Principles and Applications. McGraw-Hill, New York, NY.
Ruiz, G., Jeison, D., Chamy, R., 2003. Nitrification with high nitriteaccumulation for the treatment of wastewater with highammonia concentration. Water Research 37 (6), 1371e1377.
Simm, R.A., Mavinic, D.S., Ramey, W.D., 2006. A targeted study onpossible free ammonia inhibition of Nitrospira. Journal ofEnvironmental Engineering and Science 5 (5), 365e376.
Stroot, P.G., Oerther, D.B., 2003. Elevated precursor 16S rRNAlevels suggest the presence of growth inhibitors inwastewater. Water Science and Technology 47 (11), 241e250.
Suthersan, S., Ganczarczyk, J.J., 1986. Inhibition of nitriteoxidation during nitrification: some observations. WaterPollution Research Journal of Canada 21, 257e266.
Turk,O.,Mavinic,D.S., 1989.Maintainingnitrite buildup ina systemacclimated to free ammonia.WaterResearch23 (11), 1383e1388.
Van Hulle, S.W.H., Van den Broeck, S., Maertens, J., Villez, K.,Donckels, B.M.R., Schelstraete, G., Volcke, E.I.P.,Vanrolleghem,P.A., 2005.Construction,start-upandoperationofa continuously aerated laboratory-scale SHARON reactor in viewof coupling with an anammox reactor. Water SA 31 (3), 327e334.
Van Hulle, S.W.H., Vandeweyer, H.J.P., Meesschaert, B.D.,Vanrolleghem, P.A., Dejans, P., Dumoulin, A., 2010.Engineering aspects and practical application of autotrophicnitrogen removal from nitrogen rich streams. ChemicalEngineering Journal 162 (1), 1e20.
Yang, S.F., Tay, J.H., Liu, Y., 2004. Respirometric activities ofheterotrophic and nitrifying populations in aerobic granulesdeveloped at different substrate N/COD ratios. CurrentMicrobiology 49 (1), 42e46.