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The Confounding Effect of Nitrite on N2O Production by an Enriched Ammonia-Oxidising Culture Yingyu Law, Paul A. Lant, and Zhiguo Yuan Environ. Sci. Technol., Just Accepted Manuscript • DOI: 10.1021/es4009689 • Publication Date (Web): 07 Jun 2013 Downloaded from http://pubs.acs.org on June 13, 2013
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Environmental Science & Technology
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The Confounding Effect of Nitrite on N2O Production by an
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Enriched Ammonia-Oxidising Culture
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Yingyu Law1,2, Paul Lant3, Zhiguo Yuan1*
4 5
1
Advanced Water Management Centre, The University of Queensland, St Lucia 4072, Australia
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2
Nanyang Technological University, SCELSE, Singapore 637551, Singapore
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3
School of Chemical Engineering, The University of Queensland, St Lucia 4072, Australia
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* Corresponding author: phone + 61 7 3365 4374; fax +61 7 3365 4726; email
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[email protected] 10 11 12 13 14 15 16 17 18
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Table of Contents (TOC) art
19 20
22 23
N2O Biological NH2OH Oxidation NH3
NO2
NH 2OH Nitrifier Denitrification
-
NO N2O
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N2O Production Pathways of
1.4 Step-wise Nitrite Dosing (DO 0.55 mg O2/L) Step-wise Nitrite Dosing (DO 1.30 mg O2/L) Step-wise Nitrite Dosing (DO 2.3 mg O2/L)
1.2 (mg N2O-N/ hr/ g VSS)
21
Specific N2O Production Rate
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60
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1.0
Nitrifier Denitrification
0.8 0.6
Biological NH2OH Oxidation
0.4 0.2
Ammonia-Oxidising Bacteria
25
0.0
N2O
N2O
N2O
0
200
26 NH4+ (~600-1400 mg N/L)
Nitritation
To Anammox Reactor
NO2- (~300700 mg N/L)
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400 600 Nitrite (mg N/L)
800
1000
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Abstract
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The effect of nitrite (NO2-) on the nitrous oxide (N2O) production rate of an enriched ammonia-
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oxidising bacteria (AOB) culture was characterised over a concentration range of 0-1000 mg
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N/L. The AOB culture was enriched in a nitritation system fed with synthetic anaerobic digester
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liquor. The N2O production rate was highest at NO2- concentrations of less than 50 mg N/L. At
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dissolved oxygen (DO) concentration of 0.55 mg O2/L, further increases in NO2- concentration
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from 50 to 500 mg N/L resulted in a gradual decrease in N2O production rate, which maintained
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at its lowest level of 0.20 mg N2O-N/hr/g VSS in the NO2- concentration range of 500-1000 mg
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N/L. The observed NO2--induced decrease in N2O production was even more apparent at
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increased DO concentration. At DO concentrations of 1.30 and 2.30 mg O2/L, the lowest N2O
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production rate (0.25 mg N2O-N/hr/g VSS) was attained at a lower NO2- concentration of 200-
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250 mg N/L. These observations suggest that N2O production by the culture is diminished by
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both high NO2- and high DO concentrations. Collectively, the findings show that exceedingly
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high NO2- concentrations in nitritation systems could lead to decreased N2O production. Further
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studies are required to determine the extent to which the same response to NO2- is observed
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across different AOB cultures.
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Introduction
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Ammonia-oxidising bacteria (AOB) are recognised as a major nitrous oxide (N2O) contributor
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in wastewater treatment systems1-3. AOB generate energy through the aerobic oxidation of
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ammonia (NH3) to nitrite (NO2-), typically described as a two-step process. NH3 is first
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converted to NH2OH catalysed by a membrane bound ammonia mono-oxygenase (AMO),
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followed by NH2OH oxidation to NO2- carried out by hydroxylamine oxidoreductase (HAO) in
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the periplasm. N2O is produced by AOB as a by-product, possibly via one or more of the
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following three pathways that have been proposed to date:
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•
Nitrifier denitrification (also called autotrophic denitrification). This pathway involves
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the sequential reduction of NO2- to nitric oxide (NO) and then to N2O by AOB, catalyzed
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by the copper-containing NO2- reductase (NirK) and a haem–copper NO reductase (Nor),
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respectively. NH3 4, NH2OH
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potential electron donors. Nitrifier denitrification is active under aerobic conditions but is
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particularly promoted under oxygen limiting and completely anoxic conditions 2, 9, 10.
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•
5, 6
, hydrogen and pyruvate
7, 8
have been shown to be
Biological NH2OH oxidation. During NH2OH oxidation to NO2-, the nitrosyl radical
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(NOH) and/or NO could be formed as intermediates 11. NOH can break down chemically
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to form N2O
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concerted or individual reaction of Nor, cytochrome c’-beta, cytochrome c-554 and
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homologue NO reductases such as sNor
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oxidation mainly takes place under aerobic conditions.
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•
12, 13
, while NO can be subsequently reduced to N2O potentially by a
14
. N2O production via biological NH2OH
Chemical oxidation of NH2OH. NH2OH can be oxidized chemically to N2O by either
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oxygen (NH2OH + 0.5O2 → 0.5N2O + 1.5H2O) or NO2- (NH2OH + NO2- + H+ → N2O +
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2H2O)
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occurs in the presence of a high concentration of NO2- (above 14 mg N/L) 16.
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The amount of N2O produced, particularly from the nitrifier denitrification pathway
5, 15
. N2O production through chemical oxidation of NH2OH with NO2- usually
17, 18
, is
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thought to largely depend on the concentration of NO2-. The expression of nirK in Nitrosomonas
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europaea is directly regulated by a NO2--sensitive NsrR repressor protein whereby nirK is
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expressed aerobically in response to increased NO2- concentration 18. In addition, the expression
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of norB, which encodes NO reductase, was also elevated in N. europaea batch cultures
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supplemented with NO2- 19. Although NO2- is shown to promote the transcription of denitrifying
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genes in N. europaea, contrasting effects of NO2- on aerobic production of N2O have been
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observed in different AOB cultures. In a pure culture study on Nitrosomonas europaea, the
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presence of NO2- was observed to be obligatory for aerobic N2O production 20, 21. In the presence
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of ammonium (NH4+), NO2- was also shown to be a mandatory substrate for aerobic N2O
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production by activated sludge
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Knowles
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production. The addition of NO2- did not increase the N2O production by N. europaea
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physiological role of NO2- on the N2O production pathways of AOB is not clearly understood at
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present and may differ from its stimulatory role at the gene transcription level.
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26
22-25
. However, in their studies on N. europaea, Hynes and
and Ritchie and Nicholas
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found that NO2- was not required for aerobic N2O 26
. The
NO2- can accumulate to high concentrations in the range of 300-700 mg N/L in nitritation 27
. Such high NO2- concentrations have been
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systems treating high strength wastewater
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postulated to lead to relatively high N2O emission factors of 1.2-10.5% of NH4+-N oxidised 28-31
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for nitritation systems. However, a recent study by Law
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emission factor of a lab-scale nitritation system was 0.5% of NH4+-N oxidised, despite the high
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NO2- concentration in the system (550 ± 50 mg N/L). The emission factor is comparable to that
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reported for domestic wastewater treatment plant and is approximately 6 times lower than
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nitritation system in which nitrifier denitrification was proposed as the dominant N2O production
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pathway 30.
91
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reported that the aerobic N2O
The aim of this study is to elucidate the role of NO2- on N2O production by an AOB culture 32
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enriched in a lab-scale nitritation system. The same nitrifying culture as used in Law et al.
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used in this study. A wide NO2- concentration range of 0-1000 mg N/L is tested to provide a full
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characterisation of the NO2- effects on N2O production by this culture. Since the N2O production
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, the effect of NO2-
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pathways of AOB can either be inhibited or promoted by oxygen
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concentration is also examined at low to high dissolved oxygen (DO) levels.
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Materials and Methods
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Enriched AOB Culture. The experiments were carried out using an AOB culture enriched in an
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8L lab scale sequencing batch reactor (SBR). The SBR was operated to perform nitritation in
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identical cycles of 6 hours. The cycle consisted of 30 min settling, 10 min decanting, 2.5 min
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feeding I (aeration on), 65 min aerobic reaction I, 92 min idle I, 2.5 min feeding II (aeration on),
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65 min aerobic reaction II, 92 min idle II and 1 min wasting (aeration on). The mixed liquor
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volatile suspended solid (MLVSS) concentration of the SBR was maintained at approximately
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0.75 ± 0.05 g/L with a sludge retention time of 20 days. 2L of synthetic wastewater (composition
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described below) was fed every cycle giving a hydraulic retention time (HRT) of 1 day. The
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SBR was fed with synthetic wastewater mimicking characteristics of anaerobic digester liquor.
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The daily nitrogen load was 1 kg N/m3/day. The composition of the wastewater (modified from
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Kuai and Verstraete
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KH2PO4 and K2HPO4 and 2 mL of a trace element stock solution. The trace element stock
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solution contained: 1.25 g/L EDTA, 0.55 g/L ZnSO4·7H2O, 0.40 g/L CoCl2·6H2O, 1.275 g/L
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MnCl2·4H2O, 0.40 g/L CuSO4·5H2O, 0.05 g/L Na2MoO4·2H2O, 1.375 g/L CaCl2· 2H2O, 1.25 g/L
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FeCl3·6H2O and 44.4 g/L MgSO4·7H2O. The feed had a pH of 8.0 ± 0.1 and a molar ratio of
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ammonium to bicarbonate of 1:1. 1 M NaHCO3 was used for pH adjustment at the end of each
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aerobic phase to maintain pH above 6.4. The mixed liquor temperature was maintained at 33 ± 1
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o
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Law et al. 32.
34
) was: 5.63 g/L of NH4HCO3 (1 g/L NH4+-N), 0.064 g/L of each of
C using a water jacket. Details of the reactor design, operation and performance can be found in
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At the time these experiments were performed, the SBR had been operated for approximately
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24 months and was displaying stable performance. Approximately 55% of the 1 g NH4+-N/L in
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the feed was converted to NO2- at the end of a cycle. Minimal nitrite oxidising bacterial (NOB)
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activity was detected with nitrate concentration lower than 20 mg NO3--N/L at all times.
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Characterisation of the biomass composition using Fluorescence in situ Hybridization (FISH)
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revealed that 81 ± 3% of the bacterial populations were ammonia-oxidising Betaproteobacteria,
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which was dominated by Nitrosomonas sp. (67 ± 7%)
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NSO1225, NSV443 35, NIT3 36; Ntspa662 37 and EUB-mix.
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Batch Experiments. In each batch experiment, 1.1 L sludge was withdrawn from the SBR and
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allowed to settle to a volume of 0.1 L. The settled sludge was then centrifuged at 4000 rpm for 3
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mins and washed with NH4+ free synthetic medium (otherwise identical to the feed), pre-warmed
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to 33 oC, the operational temperature of the SBR. The washed sludge was centrifuged and re-
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inoculated into pre-warmed (33 oC) 1.0 L of NH4+ supplemented (550 mg N/L) synthetic
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medium. Due to the high concentration of NO2- (550 mg N/L) in the mixed liquor, the
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centrifugation steps were required to remove the NO2- present, to a concentration of < 5 mg N/L
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with minimal biomass loss. To accommodate off-gas measurement, batch experiments were
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carried out in a completely sealed 1.3L batch reactor with a gas outlet on the lid. Unless
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otherwise stated, pH and DO were maintained at 7.0 ± 0.5 and 0.55 ± 0.05 mg O2/L,
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respectively, conditions applied to the SBR. DO in the batch reactor was manually controlled
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using a gas mixture of N2 and air. The N2 flow and air flow were adjusted using two mass flow
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controllers (Smart- Trak 50 series- 1 L/min and 5 L/min, Sierra). In all batch experiments, the
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total gas flow rate was maintained constantly at 1 L/min. pH was controlled automatically using
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a programmable logic controller (PLC) system. During the course of the experiment, a mixture
32
. The probes used included NEU,
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of ammonium bicarbonate (NH4HCO3) and NaHCO3 solution, with the NH4+ to HCO3- molar
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ratio adjusted to 0.5:1 per L, was used to control the pH and to replenish NH4+. Since 2 moles of
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HCO3- are required for the complete conversion of 1 mole of NH4+ to NO2-, using the pH control
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system, NH4+ was able to be maintained relatively constant at 500 ± 30 mg N/L in all
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experiments (Refer to Figure S1 in Supporting Information). With the exception of negative
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control experiments whereby NH4+ was not supplied, 1 M NaHCO3 was used for pH adjustment.
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Similar to the SBR, temperature was controlled at 33 ± 1 oC using a water jacket in all batch
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tests.
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The effect of NO2- was examined through the following 3 sets of experiments:
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Set 1, individual NO2- dosing batch experiments. This set of experiments consists of six batch
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tests with the addition of NO2- at 10, 20, 50, 100, 500 and 1000 mg N/L, respectively. Tests at all
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levels were carried out in triplicates. At each NO2- dosing concentration, a negative control batch
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experiment was also carried out whereby NH4+ was not supplied. In each test and negative
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control experiment, NO2- was dosed at least 30 mins after the test started, when a pseudo-steady
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state N2O production rate was observed. After NO2- dosing, the N2O production was monitored
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for 30-40 mins.
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Set 2, NO2- accumulation batch experiments. NO2- was allowed to accumulate gradually from 0
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to 1000 mg N/L as a result of NH3 oxidation of AOB. The lack of NO2- oxidation activity
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allowed NO2- to accumulate as long as NH3 oxidation activity was sustained. The N2O
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production was monitored continuously for a period of 12-14 hours. The test was carried out in
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duplicate.
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Set 3, step-wise NO2- dosing batch experiments at varying DO concentration. NO2- was step-
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wise dosed from 0 to 1000 mg N/L with a NO2- concentration increment of 10, 10, 30, 50, 400
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and 500 mg N/L every 30 mins. This was conducted in three separate batch experiments with
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DO concentration of 0.55, 1.3 and 2.3 mg O2/L, respectively. In a forth batch experiment, the
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DO concentration was first step-wise increased from 0.55 to 1.3 and further to 2.3 mg O2/L every
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30 mins. NO2- was then step-wise dosed with an increment of 10, 10, 30, 50, 400 and 500 mg
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N/L every 30 mins.
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Data Collection and Analysis. DO and pH in all experiments were continuously monitored
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online using a miniCHEM-DO2 and a pH meter, respectively. The gas phase N2O concentration
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was analysed with a URAS 26 infrared photometer (Advance Optima Continuous Gas Analyser
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AO2020 series, ABB), with a dual measuring range of 0-100 ppmv and 0-1000 ppmv. The data
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was logged every 3 sec. The analyser has a detection limit of 1% of the smallest measuring range
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span. The 0-100 ppmv measuring range was used in all experiments giving rise to a detection
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limit of 1.0 ppmv. A water trap was installed at the gas inlet of the analyser to prevent moisture
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from entering the analyser. A t-shaped tubing joint was fitted onto the gas sampling tube
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connecting the gas outlet of the reactor and the gas analyser. This allowed the excess gasflow
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from aeration to escape from the system, maintaining atmospheric pressure in the headspace of
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the reactor. The sampling pump of the analyser was adjusted to be lower than the total gas flow
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rate in the reactor at all times.
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Mixed liquor samples were taken periodically for NH4+, NO3- and NO2- analyses. Samples
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were collected using a syringe and immediately filtered through disposable Milipore filters (0.22
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µm pore size). The NH4+, NO3- and NO2- concentrations were analyzed using a Lachat
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QuikChem8000 Flow Injection Analyzer (Lachat Instrument, Milwaukee). At the end of each
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test, a mixed liquor sample was taken to determine the mixed liquor suspended solids (MLSS)
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concentration and its volatile fraction (MLVSS). Each sample was analysed in triplicate
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according to the standard methods 38.
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The N2O production rate was calculated by multiplying the measured gas phase N2O
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concentration and the known gas flowrate. The average N2O production rate over each testing
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period (with constant conditions applied) was calculated by averaging the measured N2O
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production rate over the period (relatively constant in all cases). The NO2- production rate in
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each testing period was determined through linear regression of the measured NO2- concentration
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profile (mg NO2--N/L). The biomass-specific N2O production rate (mg N2O-N/hr/gVSS) and
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biomass-specific NO2- production rate (mg NO2--N/hr/gVSS) were calculated by normalising the
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N2O production rate and NO2- production rate data with the MLVSS concentration (g VSS/L).
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The N2O emission factor was calculated based on the total amount of N2O emitted relative to the
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total amount of NO2- produced (mg N2O--N/mg NO2--N) and is reported as a percentage.
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Results
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The Effect of Individual NO2- Dosing (Set 1 Experiments). An example batch test for each
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NO2- dosing level of 10, 20, 50, 100, 500 and 1000 mg N/L is shown in Figure 1 a, b, c, d, e & f,
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respectively. Prior to NO2- dosing, the specific N2O production rate in all the batch tests were
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relatively high varying between 0.7-1.0 mg N2O-N/hr/g VSS at NO2- concentration of