bit25866-sup-0001-Suppmat-S1

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Supporting Information
Achieving Complete Nitrogen Removal by Coupling Nitritation-Anammox and
Methane-Dependent Denitrification: A Model-Based Study
Xueming Chen, Jianhua Guo, Guo-Jun Xie, Zhiguo Yuan, Bing-Jie Ni*
Advanced Water Management Centre, The University of Queensland, St. Lucia, Brisbane,
QLD 4072, Australia
*Corresponding author:
Bing-Jie Ni, P +61 7 3346 3230; F +61 7 3365 4726; E-mail b.ni@uq.edu.au
Running title: Complete Nitrogen Removal by Coupling Anammox and DAMO
The following are included as supporting information for this paper:
S1
Table S1. Process Kinetic Rate Equations for the Biological Reaction Model (Chen et al.
2015)
Process
Kinetics rates expressions
Ammonium oxidizing bacteria (AOB)
1. Growth of AOB
πœ‡π΄π‘‚π΅
𝑆𝑁𝐻4
𝑆𝑂2
𝐴𝑂𝐡
𝐴𝑂𝐡 𝑋𝐴𝑂𝐡
𝑆𝑁𝐻4 + 𝐾𝑁𝐻4 𝑆𝑂2 + 𝐾𝑂2
𝑆𝑂2
2. Aerobic endogenous
𝑏𝐴𝑂𝐡
𝐴𝑂𝐡 𝑋𝐴𝑂𝐡
respiration of AOB
𝑆𝑂2 + 𝐾𝑂2
𝐴𝑂𝐡
3. Anoxic endogenous
𝐾𝑂2
𝑆𝑁𝑂3
πœ‚
𝑏
𝐴𝑂𝐡 𝐴𝑂𝐡
𝐴𝑂𝐡
𝐴𝑂𝐡 𝑋𝐴𝑂𝐡
respiration of AOB
𝑆𝑂2 + 𝐾𝑂2 𝑆𝑁𝑂3 + 𝐾𝑁𝑂3
Nitrite oxidizing bacteria (NOB)
𝑆𝑁𝑂2
𝑆𝑂2
4. Growth of NOB
πœ‡π‘π‘‚π΅
𝑁𝑂𝐡
𝑁𝑂𝐡 𝑋𝑁𝑂𝐡
𝑆𝑁𝑂2 + 𝐾𝑁𝑂2 𝑆𝑂2 + 𝐾𝑂2
𝑆𝑂2
5. Aerobic endogenous
𝑏𝑁𝑂𝐡
𝑁𝑂𝐡 𝑋𝑁𝑂𝐡
respiration of NOB
𝑆𝑂2 + 𝐾𝑂2
𝑁𝑂𝐡
6. Anoxic endogenous
𝐾𝑂2
𝑆𝑁𝑂3
πœ‚π‘π‘‚π΅ 𝑏𝑁𝑂𝐡
𝑁𝑂𝐡
𝑁𝑂𝐡 𝑋𝑁𝑂𝐡
respiration of NOB
𝑆𝑂2 + 𝐾𝑂2 𝑆𝑁𝑂3 + 𝐾𝑁𝑂3
DAMO archaea
π·π‘Ž
π·π‘Ž
7. Growth of DAMO archaea
𝐾𝐼,𝑁𝑂2
𝑆𝑁𝑂3
𝑆𝐢𝐻4
𝐾𝑂2
πœ‡π·π‘Ž
π·π‘Ž
π·π‘Ž
π·π‘Ž
π·π‘Ž π‘‹π·π‘Ž
𝑆𝑁𝑂3 + 𝐾𝑁𝑂3
𝑆𝐢𝐻4 + 𝐾𝐢𝐻4
𝑆𝑂2 + 𝐾𝑂2
𝑆𝑁𝑂2 + 𝐾𝐼,𝑁𝑂2
𝑆𝑂2
8. Aerobic endogenous
π‘π·π‘Ž
π·π‘Ž π‘‹π·π‘Ž
respiration of DAMO archaea
𝑆𝑂2 + 𝐾𝑂2
π·π‘Ž
9. Anoxic endogenous
𝐾𝑂2
𝑆𝑁𝑂3
πœ‚π·π‘Ž π‘π·π‘Ž
π·π‘Ž
π·π‘Ž π‘‹π·π‘Ž
respiration of DAMO archaea
𝑆𝑂2 + 𝐾𝑂2 𝑆𝑁𝑂3 + 𝐾𝑁𝑂3
DAMO bacteria
𝐷𝑏
𝐷𝑏
10. Growth of DAMO
𝐾𝐼,𝑁𝑂2
𝑆𝑁𝑂2
𝑆𝐢𝐻4
𝐾𝑂2
πœ‡π·π‘
𝐷𝑏
𝐷𝑏
𝐷𝑏
𝐷𝑏 𝑋𝐷𝑏
bacteria
𝑆𝑁𝑂2 + 𝐾𝑁𝑂2
𝑆𝐢𝐻4 + 𝐾𝐢𝐻4
𝑆𝑂2 + 𝐾𝑂2
𝑆𝑁𝑂2 + 𝐾𝐼,𝑁𝑂2
𝑆𝑂2
11. Aerobic endogenous
𝑏𝐷𝑏
𝐷𝑏 𝑋𝐷𝑏
respiration of DAMO bacteria
𝑆𝑂2 + 𝐾𝑂2
𝐷𝑏
12. Anoxic endogenous
𝐾𝑂2
𝑆𝑁𝑂3
πœ‚
𝑏
respiration of DAMO bacteria 𝐷𝑏 𝐷𝑏 𝑆𝑂2 + 𝐾 𝐷𝑏 𝑆𝑁𝑂3 + 𝐾 𝐷𝑏 𝑋𝐷𝑏
𝑂2
𝑁𝑂3
Anaerobic ammonium oxidizing bacteria (Anammox)
𝐴𝑛
𝐴𝑛
13. Growth of Anammox
𝐾𝐼,𝑁𝑂2
𝑆𝑁𝑂2
𝑆𝑁𝐻4
𝐾𝑂2
πœ‡π΄π‘›
𝐴𝑛
𝐴𝑛
𝐴𝑛
𝐴𝑛 𝑋𝐴𝑛
𝑆𝑁𝑂2 + 𝐾𝑁𝑂2
𝑆𝑁𝐻4 + 𝐾𝑁𝐻4
𝑆𝑂2 + 𝐾𝑂2
𝑆𝑁𝑂2 + 𝐾𝐼,𝑁𝑂2
𝑆𝑂2
14. Aerobic endogenous
𝑏𝐴𝑛
𝐴𝑛 𝑋𝐴𝑛
respiration of Anammox
𝑆𝑂2 + 𝐾𝑂2
𝐴𝑛
15. Anoxic endogenous
𝐾𝑂2
𝑆𝑁𝑂3
πœ‚
𝑏
𝐴𝑛 𝐴𝑛
𝐴𝑛
𝐴𝑛 𝑋𝐴𝑛
respiration of Anammox
𝑆𝑂2 + 𝐾𝑂2 𝑆𝑁𝑂3 + 𝐾𝑁𝑂3
S2
Table S2. Stoichiometric Matrix for the Biological Reaction Model (Chen et al. 2015)
Variable
Process
1
SNH4
N
−𝑖𝑁𝐡𝑀 −
1
π‘Œπ΄π‘‚π΅
2
𝑖𝑁𝐡𝑀 − 𝑖𝑁𝑋𝐼 ∗ 𝑓𝐼
3
𝑖𝑁𝐡𝑀 − 𝑖𝑁𝑋𝐼 ∗ 𝑓𝐼
4
−𝑖𝑁𝐡𝑀
5
𝑖𝑁𝐡𝑀 − 𝑖𝑁𝑋𝐼 ∗ 𝑓𝐼
6
𝑖𝑁𝐡𝑀 − 𝑖𝑁𝑋𝐼 ∗ 𝑓𝐼
7
−𝑖𝑁𝐡𝑀
8
𝑖𝑁𝐡𝑀 − 𝑖𝑁𝑋𝐼 ∗ 𝑓𝐼
9
𝑖𝑁𝐡𝑀 − 𝑖𝑁𝑋𝐼 ∗ 𝑓𝐼
10
−𝑖𝑁𝐡𝑀
11
𝑖𝑁𝐡𝑀 − 𝑖𝑁𝑋𝐼 ∗ 𝑓𝐼
12
𝑖𝑁𝐡𝑀 − 𝑖𝑁𝑋𝐼 ∗ 𝑓𝐼
13
SNO2
N
1
π‘Œπ΄π‘‚π΅
−𝑖𝑁𝐡𝑀 −
1
π‘Œπ΄π‘›
14
𝑖𝑁𝐡𝑀 − 𝑖𝑁𝑋𝐼 ∗ 𝑓𝐼
15
𝑖𝑁𝐡𝑀 − 𝑖𝑁𝑋𝐼 ∗ 𝑓𝐼
SNO3
N
1 − 𝑓𝐼
2.86
1
π‘Œπ‘π‘‚π΅
−
−
1
π‘Œπ‘π‘‚π΅
SN2
N
SCH4
COD
SO2
O2
3.43 − π‘Œπ΄π‘‚π΅
−
π‘Œπ΄π‘‚π΅
XAOB
COD
−(1 − 𝑓𝐼 )
−1
𝑓𝐼
−1
𝑓𝐼
1 − 𝑓𝐼
2.86
−
1.14 − π‘Œπ‘π‘‚π΅
π‘Œπ‘π‘‚π΅
−(1 − 𝑓𝐼 )
1 − π‘Œπ·π‘Ž
1.14π‘Œπ·π‘Ž
1 − 𝑓𝐼
−
2.86
1 − π‘Œπ·π‘Ž
−
1.14π‘Œπ·π‘Ž
1 − 𝑓𝐼
2.86
−
1
π‘Œπ·π‘Ž
−
1 − π‘Œπ·π‘
1.71π‘Œπ·π‘
1 − 𝑓𝐼
2.86
1 − 𝑓𝐼
2.86
1 − π‘Œπ·π‘
1.71π‘Œπ·π‘
−
1
π‘Œπ·π‘
−
1
1
−
π‘Œπ΄π‘› 1.14
1 − 𝑓𝐼
2.86
1
1.14
1 − 𝑓𝐼
2.86
2
π‘Œπ΄π‘›
1 − 𝑓𝐼
2.86
XAn
COD
XI
COD
1
1
−1
𝑓𝐼
−1
𝑓𝐼
−1
𝑓𝐼
−1
𝑓𝐼
−1
𝑓𝐼
−1
𝑓𝐼
1
−(1 − 𝑓𝐼 )
−
XDb
COD
1
−(1 − 𝑓𝐼 )
−
XDa
COD
1
−(1 − 𝑓𝐼 )
−
XNOB
COD
1 − 𝑓𝐼
2.86
S3
−1
𝑓𝐼
−1
𝑓𝐼
Table S3. Stoichiometric and Kinetic Parameters of the Developed Model (Chen et
al. 2015)
Parameter
Definition
Stoichiometric parameters
π‘Œπ΄π‘‚π΅
Yield coefficient for AOB
π‘Œπ‘π‘‚π΅
Yield coefficient for NOB
π‘Œπ·π‘Ž
Yield coefficient for DAMO archaea
π‘Œπ·π‘
Yield coefficient for DAMO bacteria
π‘Œπ΄π‘›
Yield coefficient for Anammox
𝑖𝑁𝐡𝑀
Nitrogen content of biomass
𝑖𝑁𝑋𝐼
Nitrogen content of XI
𝑓𝐼
Fraction of XI in biomass decay
Ammonium oxidizing bacteria (AOB)
πœ‡π΄π‘‚π΅
Maximum growth rate of AOB
𝑏𝐴𝑂𝐡
Aerobic endogenous respiration rate
𝐴𝑂𝐡
𝐾𝑁𝐻4
𝑆𝑁𝐻4 affinity constant for AOB
𝐴𝑂𝐡
𝐾𝑂2
𝑆𝑂2 affinity constant for AOB
𝐴𝑂𝐡
𝐾𝑁𝑂3
𝑆𝑁𝑂3 affinity constant for AOB
πœ‚π΄π‘‚π΅
Anoxic reduction factor for AOB
Nitrite oxidizing bacteria (NOB)
πœ‡π‘π‘‚π΅
Maximum growth rate of NOB
𝑏𝑁𝑂𝐡
Aerobic endogenous respiration rate
𝑁𝑂𝐡
𝐾𝑁𝑂2
𝑆𝑁𝑂2 affinity constant for NOB
𝑁𝑂𝐡
𝐾𝑂2
𝑆𝑂2 affinity constant for NOB
𝑁𝑂𝐡
𝐾𝑁𝑂3
𝑆𝑁𝑂3 affinity constant for NOB
πœ‚π‘π‘‚π΅
Anoxic reduction factor for NOB
DAMO archaea
πœ‡π·π‘Ž
Maximum growth rate of DAMO archaea
π‘π·π‘Ž
Endogenous respiration rate
π·π‘Ž
𝐾𝑁𝑂3
𝑆𝑁𝑂3 affinity constant for DAMO archaea
π·π‘Ž
𝐾𝐢𝐻4
𝑆𝐢𝐻4 affinity constant for DAMO archaea
π·π‘Ž
𝐾𝑂2
𝑆𝑂2 inhibition constant for DAMO archaea
π·π‘Ž
𝐾𝐼,𝑁𝑂2
𝑆𝑁𝑂2 inhibition constant for DAMO archaea
πœ‚π·π‘Ž
Anoxic reduction factor for DAMO archaea
DAMO bacteria
πœ‡π·π‘
Maximum growth rate of DAMO bacteria
𝑏𝐷𝑏
Endogenous respiration rate
𝐷𝑏
𝐾𝑁𝑂2
𝑆𝑁𝑂2 affinity constant for DAMO bacteria
𝐷𝑏
𝐾𝐢𝐻4
𝑆𝐢𝐻4 affinity constant for DAMO bacteria
𝐷𝑏
𝐾𝑂2
𝑆𝑂2 inhibition constant for DAMO bacteria
𝐷𝑏
𝐾𝐼,𝑁𝑂2
𝑆𝑁𝑂2 inhibition constant for DAMO bacteria
𝐷𝑏
𝐾𝑁𝑂3
𝑆𝑁𝑂3 affinity constant for DAMO bacteria
πœ‚π·π‘
Anoxic reduction factor for DAMO bacteria
Anaerobic ammonium oxidizing bacteria (Anammox)
πœ‡π΄π‘›
Maximum growth rate of Anammox
𝑏𝐴𝑛
Aerobic endogenous respiration rate
𝐴𝑛
𝐾𝑁𝑂2
𝑆𝑁𝑂2 affinity constant for Anammox
𝐴𝑛
𝐾𝑁𝐻4
𝑆𝑁𝐻4 affinity constant for Anammox
𝐴𝑛
𝐾𝑂2
𝑆𝑂2 inhibition constant for Anammox
𝐴𝑛
𝐾𝐼,𝑁𝑂2
𝑆𝑁𝑂2 inhibition constant for Anammox
𝐴𝑛
𝐾𝑁𝑂3
𝑆𝑁𝑂3 affinity constant for Anammox
πœ‚π΄π‘›
Anoxic reduction factor for Anammox
S4
Value
Unit
Source
0.150
0.041
0.071
0.055
0.159
0.07
0.02
0.10
g COD g-1 N
g COD g-1 N
g COD g-1 COD
g COD g-1 COD
g COD g-1 N
g N g-1 COD
g N g-1 COD
g COD g-1 COD
Wiesmann 1994
Wiesmann 1994
Chen et al. 2014
Chen et al. 2014
Strous et al. 1998
Henze et al. 2000
Henze et al. 2000
Henze et al. 2000
0.0854
0.0054
2.4
0.6
0.5
0.5
h-1
h-1
g N m-3
g COD m-3
g N m-3
-
Wiesmann 1994
Wiesmann 1994
Wiesmann 1994
Wiesmann 1994
Terada et al. 2007
Koch et al. 2000
0.0604
0.0025
5.5
2.2
0.5
0.5
h-1
h-1
g N m-3
g COD m-3
g N m-3
-
Wiesmann 1994
Wiesmann 1994
Wiesmann 1994
Wiesmann 1994
Terada et al. 2007
Koch et al. 2000
0.00151
0.00018
0.11
5.888
0.64
57.4
0.5
h-1
h-1
g N m-3
g COD m-3
g COD m-3
g N m-3
-
Chen et al. 2014
Chen et al. 2014
Chen et al. 2014
Chen et al. 2014
Lopes et al. 2011
He et al. 2013
Adapted from
Henze et al. 2000
0.0018
0.00018
0.01
5.888
0.64
57.4
0.5
h-1
h-1
g N m-3
g COD m-3
g COD m-3
g N m-3
g N m-3
0.5
-
Chen et al. 2014
Chen et al. 2014
Chen et al. 2014
Chen et al. 2014
Lopes et al. 2011
He et al. 2013
Adapted from
Henze et al. 2000
Adapted from
Henze et al. 2000
0.003
0.00013
0.05
0.07
0.01
400
0.5
0.5
h-1
h-1
g N m-3
g N m-3
g COD m-3
g N m-3
g N m-3
-
Koch et al. 2000
Hao et al. 2002
Hao et al. 2002
Strous et al. 1998
Strous et al. 1998
Lotti et al. 2012
Terada et al. 2007
Koch et al. 2000
Table S4. Experimental Conditions of Batch Tests for Model Evaluation
Batch test
Initial concentration (g N m-3)
Duration (h)
NO3-
NO2-
NH4+
A
-
91.5
101.8
8
B
-
110.4
173.4
4.5
C
-
78.3
28.9
6
D
-
88.1
36.4
10
E
202.7
-
59.2
30
F
161.8
-
86.7
25
S5
Figure S1. Sensitivity function for TN removal efficiency in the MBfR. The applied
TN surface loading (LTN), pre-nitritation produced NO2-/NH4+ ratio, methane surface
loading (LCH4) and biofilm thickness (Lf) were 0.68 g N m-2 d-1, 1.32, 0.062 g m-2 d-1
and 1000 µm, respectively.
S6
Figure S2. Flow diagrams of (A) separate partial nitritation and Anammox-DAMO
biofilm system and (B) single-stage MBfR coupling nitritation-Anammox-DAMO
processes.
S7
Figure S3. Model simulation results of the single-stage MBfR coupling nitritationAnammox-DAMO (depth zero represents the membrane surface at the base of the
biofilm): (A) Microbial population distribution; (B) substrate profiles; and (C)
species-specific nitrogen turnover rates. The applied influent TN concentration, bulk
liquid DO concentration, TN surface loading (LTN), methane surface loading (LCH4)
and biofilm thickness (Lf) were 300 g N m-3, 0.17 g m-3, 0.41 g N m-2 d-1, 0.009 g m-2
d-1 and 1000 µm, respectively.
S8
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Wiesmann, U., 1994. Biological nitrogen removal from wastewater.
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In
Chen, X., Guo, J., Shi, Y., Hu, S., Yuan, Z. and Ni, B.-J., 2014. Modeling of
Simultaneous Anaerobic Methane and Ammonium Oxidation in a Membrane
Biofilm Reactor. Environmental Science & Technology 48(16), 9540-9547.
Strous, M., Heijnen, J.J., Kuenen, J.G. and Jetten, M.S.M., 1998. The sequencing
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S9
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