废水生物脱氮过程中N<sub>2</sub>O排放数学模型研究进展

陈诗; 彭来; 徐一峰; 梁川州; 倪丙杰

doi:10.13205/j.hjgc.202206013

废水生物脱氮过程中N₂O排放数学模型研究进展

doi: 10.13205/j.hjgc.202206013

陈诗^1,2,
彭来^1,2, ,,
徐一峰^1,2,
梁川州^1,2,
倪丙杰³

1. 武汉理工大学矿物资源加工与环境湖北省重点实验室, 武汉 430070;
2. 武汉理工大学资源与环境工程学院, 武汉 430070;
3. Centre for Technology in Water and Wastewater, School of Civil and Environmental Engineering, University of Technology Sydney, Sydney NSW2007

基金项目:

51908436)

国家自然科学基金(52100061

详细信息

作者简介:
陈诗(2000-),女,硕士研究生,主要研究方向为污染物迁移转化数学模拟。13037113280@163.com

通讯作者:
彭来(1989-),男,教授,主要研究方向为低碳污水处理。lai.peng@whut.edu.cn

计量
- 文章访问数: 276
- HTML全文浏览量: 51
- PDF下载量: 11
- 被引次数: 0
出版历程
- 收稿日期: 2021-12-20
- 网络出版日期: 2022-09-01
- 刊出日期: 2022-09-01

RECENT ADVANCES IN MATHEMATICAL MODELING OF NITROUS OXIDES EMISSION DURING BIOLOGICAL NITROGEN REMOVAL FROM WASTEWATER

Chen Shi^1,2,
PENG Lai^{1,2
, ,},
XU Yifeng^1,2,
LIANG Chuanzhou^1,2,
NI Bingjie³

1. Hubei Key Laboratory of Mineral Resources Processing and Environment, Wuhan University of Technology, Wuhan 430070, China;
2. School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan 430070, China;
3. Centre for Technology in Water and Wastewater, School of Civil and Environmental Engineering, University of Technology Sydney, Sydney NSW2007, Australia

摘要

摘要: 氧化亚氮(N₂O)的温室效应比CO₂强265倍,可从废水生物脱氮过程中产生并直接排放,如果不对其加以控制,会显著增加污水处理厂的碳足迹。N₂O排放的数学建模对于深入解析N₂O产生机制、量化N₂O排放、优化生物脱氮工艺和制定N₂O减排策略具有重要意义。结合当前国内外研究现状,阐述了废水生物脱氮过程中N₂O产生机制;归纳了基于不同机制建立的N₂O数学模型,包括氨氧化细菌(ammonia-oxidizing bacteria,AOB)经过羟胺氧化途径和AOB反硝化途径产生N₂O模型、异养反硝化途径产生N₂O模型以及耦合AOB和异养反硝化细菌产生N₂O模型;总结了新型生物脱氮系统N₂O模型,实际工程应用情况及校准N₂O数学模型中存在的问题;并对今后N₂O数学模型的研究方向进行了展望。
- 数学模型 /
- N₂O /
- 羟胺氧化 /
- AOB反硝化 /
- 异养反硝化
Abstract: Nitrous oxide (N₂O) is a greenhouse gas with an approximately 265-fold stronger warming effect than carbon dioxide.N₂O can be produced and directly emitted during biological nitrogen removal from wastewater.The carbon footprint from wastewater treatment plants may be significantly increased if N₂O production and emissions are not controlled.Mathematical modeling of N₂O emissions is of great importance for the in-depth clarification of N₂O production mechanisms,the quantification of N₂O emissions,the optimization of biological nitrogen removal,and the development of mitigation strategies.Combing with the state of the art,the production mechanisms of N₂O were described.N₂O mathematical models based on different mechanisms were concluded,including the ones predicting N₂O production by ammonia-oxidizing bacteria (AOB) through the hydroxylamine oxidation pathway and the AOB denitrification pathway,by heterotrophic denitrifiers through the denitrification pathway and by both groups of microbes through the integration of these pathways.The models of N₂O emissions in advanced nitrogen removal processes,practical engineering application of N₂O models,and the existing problems in model calibration were summarized in detail,and the future research directions of N₂O modeling were prospected.
- mathematical model /
- nitrous oxide /
- hydroxylamine oxidation /
- AOB denitrification /
- heterotrophic denitrification

HTML全文

参考文献(82)

[1]	STOCKER T. Climate change 2013:the physical science basis:Working Group I contribution to the Fifth assessment report of the Intergovernmental Panel on Climate Change[M]. Cambridge:Cambridge University Press, 2014.
[2]	PORTMANN R W, DANIEL J S, RAVISHANKARA A R. Stratospheric ozone depletion due to nitrous oxide:influences of other gases[J]. Philosophical Transactions of the Royal Society B-Biological Sciences, 2012, 367(1593):1256-1264.
[3]	KAMPSCHREUR M J, TEMMINK H, KLEEREBEZEM R, et al. Nitrous oxide emission during wastewater treatment[J]. Water Research, 2009, 43(17):4093-4103.
[4]	LAW Y, YE L, PAN Y T, et al. Nitrous oxide emissions from wastewater treatment processes[J]. Philosophical Transactions of the Royal Society B-Biological Sciences, 2012, 367(1593):1265-1277.
[5]	LAW Y, LANT P, YUAN Z G. The confounding effect of nitrite on N₂O production by an enriched ammonia-oxidizing culture[J]. Environmental Science&Technology, 2013, 47(13):7186-7194.
[6]	PAN Y T, NI B J, YUAN Z G. Modeling electron competition among nitrogen oxides reduction and N₂O accumulation in denitrification[J]. Environmental Science&Technology, 2013, 47(19):11083-11091.
[7]	YANG S, GAO M M, LIANG S, et al. Effects of step-feed on long-term performances and N₂O emissions of partial nitrifying granules[J]. Bioresource Technology, 2013, 143:682-685.
[8]	MASSARA T M, MALAMIS S, GUISASOLA A, et al. A review on nitrous oxide (N₂O) emissions during biological nutrient removal from municipal wastewater and sludge reject water[J]. Science of the Total Environment, 2017, 596/597:106-123.
[9]	闫旭,郭东丽,刘礼涛,等.不同污水处理工艺N₂O减排方法研究进展[J].环境工程, 2017, 35(9):24-28.
[10]	AHN J H, KIM S, PARK H, et al. N₂O emissions from activated sludge processes, 2008-2009:results of a national monitoring survey in the united states[J]. Environmental Science&Technology, 2010, 44(12):4505-4511.
[11]	AHN J H, KWAN T, CHANDRAN K. Comparison of partial and full nitrification processes applied for treating high-strength nitrogen wastewaters:microbial ecology through nitrous oxide production[J]. Environmental Science&Technology, 2011, 45(7):2734-2740.
[12]	FOLEY J, de HAAS D, YUAN Z G, et al. Nitrous oxide generation in full-scale biological nutrient removal wastewater treatment plants[J]. Water Research, 2010, 44(3):831-844.
[13]	YE L, NI B J, LAW Y, et al. A novel methodology to quantify nitrous oxide emissions from full-scale wastewater treatment systems with surface aerators[J]. Water Research, 2014, 48:257-268.
[14]	NI B J, YUAN Z G. Recent advances in mathematical modeling of nitrous oxides emissions from wastewater treatment processes[J]. Water Research, 2015, 87:336-346.
[15]	HOOPER A B, VANNELLI T, BERGMANN D J, et al. Enzymology of the oxidation of ammonia to nitrite by bacteria[J]. Antonie Van Leeuwenhoek, 1997, 71(1/2):59-67.
[16]	POUGHON L, DUSSAP C G, GROS J B. Energy model and metabolic flux analysis for autotrophic nitrifiers[J]. Biotechnology and Bioengineering, 2001, 72(4):416-433.
[17]	STEIN L Y. Surveying N₂O-producing pathways in bacteria[J]. Methods in Enzymology, 2011, 486:131-152.
[18]	STEIN L Y, KLOTZ M G. Nitrifying and denitrifying pathways of methanotrophic bacteria[J]. Biochemical Society Transactions, 2011, 39(6):1826-1831.
[19]	LAW Y, NI B J, LANT P, et al. N₂O production rate of an enriched ammonia-oxidising bacteria culture exponentially correlates to its ammonia oxidation rate[J]. Water Research, 2012, 46(10):3409-3419.
[20]	CHANDRAN K, STEIN L Y, KLOTZ M G, et al. Nitrous oxide production by lithotrophic ammonia-oxidizing bacteria and implications for engineered nitrogen-removal systems[J]. Biochemical Society Transactions, 2011, 39(6):1832-1837.
[21]	YU R, KAMPSCHREUR M J, van LOOSDRECHT M C M, et al. Mechanisms and specific directionality of autotrophic nitrous oxide and nitric oxide generation during transient anoxia[J]. Environmental Science&Technology, 2010, 44(4):1313-1319.
[22]	YANG Q, LIU X H, PENG C Y, et al. N₂O production during nitrogen removal via nitrite from domestic wastewater:main sources and control method[J]. Environmental Science&Technology, 2009, 43(24):9400-9406.
[23]	PENG L, NI B J, YE L, et al. The combined effect of dissolved oxygen and nitrite on N₂O production by ammonia oxidizing bacteria in an enriched nitrifying sludge[J]. Water Research, 2015, 73:29-36.
[24]	SCHULTHESS R, GUJER W. Release of nitrous oxide (N₂O) from denitrifying activated sludge:verification and application of a mathematical model[J]. Water Research, 1996, 30(3):521-530.
[25]	PAN Y, YE L, NI B J, et al. Effect of pH on N₂O reduction and accumulation during denitrification by methanol utilizing denitrifiers[J]. Water Research, 2012, 46(15):4832-4840.
[26]	LU H J, CHANDRAN K. Factors promoting emissions of nitrous oxide and nitric oxide from denitrifying sequencing batch reactors operated with methanol and ethanol as electron donors[J]. Biotechnology and Bioengineering, 2010, 106(3):390-398.
[27]	DOMINGO-FELEZ C, SMETS B F. A consilience model to describe N₂O production during biological N removal[J]. Environmental Science-Water Research&Technology, 2016, 2(6):923-930.
[28]	SOLER-JOFRA A, STEVENS B, HOEKSTRA M, et al. Importance of abiotic hydroxylamine conversion on nitrous oxide emissions during nitritation of reject water[J]. Chemical Engineering Journal, 2016, 287:720-726.
[29]	NI B J, YE L, LAW Y, et al. Mathematical modeling of nitrous oxide (N₂O) emissions from full-scale wastewater treatment plants[J]. Environmental Science&Technology, 2013, 47(14):7795-7803.
[30]	NI B J, RUSCALLEDA M, PELLICER-NACHER C, et al. Modeling nitrous oxide production during biological nitrogen removal via nitrification and denitrification:extensions to the general ASM models[J]. Environmental Science&Technology, 2011, 45(18):7768-7776.
[31]	MAMPAEY K E, BEUCKELS B, KAMPSCHREUR M J, et al. Modelling nitrous and nitric oxide emissions by autotrophic ammonia-oxidizing bacteria[J]. Environmental Technology, 2013, 34(9/10/11/12):1555-1566.
[32]	POCQUET M, QUEINNEC I, SPÉRANDIO M. Adaptation and identification of models for nitrous oxide (N₂O) production by autotrophic nitrite reduction; proceedings of the Proceedings 11th IWA conference on instrumentation, control and automation (ICA2013) Narbonne, France, September, F, 2013[C].
[33]	GUO L S, VANROLLEGHEM P A. Calibration and validation of an activated sludge model for greenhouse gases no. 1(ASMG1):prediction of temperature-dependent N₂O emission dynamics[J]. Bioprocess and Biosystems Engineering, 2014, 37(2):151-163.
[34]	NI B J, YUAN Z, CHANDRAN K, et al. Evaluating four mathematical models for nitrous oxide production by autotrophic ammonia-oxidizing bacteria[J]. Biotechnology and Bioengineeing, 2013, 110(1):153-163.
[35]	SPERANDIO M, POCQUET M, GUO L S, et al. Evaluation of different nitrous oxide production models with four continuous long-term wastewater treatment process data series[J]. Bioprocess and Biosystems Engineeing, 2016, 39(3):493-510.
[36]	POCQUET M, WU Z, QUEINNEC I, et al. A two pathway model for N₂O emissions by ammonium oxidizing bacteria supported by the NO/N₂O variation[J]. Water Research, 2016, 88:948-959.
[37]	PENG L, NI B J, YE L, et al. Selection of mathematical models for N₂O production by ammonia oxidizing bacteria under varying dissolved oxygen and nitrite concentrations[J]. Chemical Engineering Journal, 2015, 281:661-668.
[38]	NI B J, PENG L, LAW Y, et al. Modeling of nitrous oxide production by autotrophic ammonia-oxidizing bacteria with multiple production pathways[J]. Environmental Science&Technology, 2014, 48(7):3916-3924.
[39]	PENG L, NI B J, ERLER D, et al. The effect of dissolved oxygen on N₂O production by ammonia-oxidizing bacteria in an enriched nitrifying sludge[J]. Water Research, 2014, 66:12-21.
[40]	PENG L, NI B J, LAW Y, et al. Modeling N₂O production by ammonia oxidizing bacteria at varying inorganic carbon concentrations by coupling the catabolic and anabolic processes[J]. Chemical Engineering Science, 2016, 144:386-394.
[41]	LANG L, POCQUET M, NI B J, et al. Comparison of different two-pathway models for describing the combined effect of DO and nitrite on the nitrous oxide production by ammonia-oxidizing bacteria[J]. Water Science&Technology, 2017, 75(3/4):491-500.
[42]	RODRIGUEZ-CABALLERO A, RIBERA A, BALCAZAR J L, et al. Nitritation versus full nitrification of ammonium-rich wastewater:comparison in terms of nitrous and nitric oxides emissions[J]. Bioresource Technology, 2013, 139:195-202.
[43]	DING X Q, ZHAO J Q, GAO K, et al. Modeling of nitrous oxide production by ammonium-oxidizing bacteria[J]. Environmental Engineering Science, 2018, 35(1):1-10.
[44]	HIATT W C, GRADY C P, JR. An updated process model for carbon oxidation, nitrification, and denitrification[J]. Water Environment Research, 2008, 80(11):2145-2156.
[45]	PAN Y T, NI B J, LU H J, et al. Evaluating two concepts for the modelling of intermediates accumulation during biological denitrification in wastewater treatment[J]. Water Research, 2015, 71:21-31.
[46]	LIU Y W, PENG L, CHEN X M, et al. Mathematical modeling of nitrous oxide production during denitrifying phosphorus removal process[J]. Environmental Science&Technology, 2015, 49(14):8595-8601.
[47]	DING X Q, ZHAO J Q, HU B, et al. Mathematical modeling of nitrous oxide production in an anaerobic/oxic/anoxic process[J]. Bioresource Technology, 2016, 222:39-48.
[48]	DING X Q, ZHAO J Q, HU B, et al. Mathematical modeling of nitrous oxide (N₂O) production in anaerobic/anoxic/oxic processes:improvements to published N₂O models[J]. Chemical Engineering Journal, 2017, 325:386-395.
[49]	DOMINGO-FELEZ C, SMETS B F. Modeling denitrification as an electric circuit accurately captures electron competition between individual reductive steps:the activated sludge model-electron competition model[J]. Environmental Science&Technology, 2020, 54(12):7330-7338.
[50]	MAMPAEY K E, SPERANDIO M, VAN LOOSDRECHT M C M, et al. Dynamic simulation of N₂O emissions from a full-scale partial nitritation reactor[J]. Biochemical Engineering Journal, 2019, 152:107356.
[51]	PAVISSICH J, READ-DAILY B, SANDBERG K, et al. Nitrous oxide (N₂O) reduction by denitrifying bacteria:relating kinetics and gene expression[J]. Proceedings of the Water Environment Federation, 2012, 2012(12):3737-3746.
[52]	WISNIEWSKI K, KOWALSKI M, MAKINIA J. Modeling nitrous oxide production by a denitrifying-enhanced biologically phosphorus removing (EBPR) activated sludge in the presence of different carbon sources and electron acceptors[J]. Water Research, 2018, 142:55-64.
[53]	CHEN H B, ZENG L, WANG D B, et al. Recent advances in nitrous oxide production and mitigation in wastewater treatment[J]. Water Research, 2020, 184:116168.
[54]	WANG Q L, NI B J, LEMAIRE R, et al. Modeling of nitrous oxide production from nitritation reactors treating real anaerobic digestion liquor[J]. Scientific Reports, 2016, 6:8.
[55]	DOMINGO-FELEZ C, CALDERO-PASCUAL M, SIN G, et al. Calibration of the comprehensive NDHA-N₂O dynamics model for nitrifier-enriched biomass using targeted respirometric assays[J]. Water Research, 2017, 126:29-39.
[56]	MASSARA T M, SOLíS B, GUISASOLA A, et al. Development of an ASM2d-N₂O model to describe nitrous oxide emissions in municipal WWTPs under dynamic conditions[J]. Chemical Engineering Journal, 2018, 335:185-196.
[57]	KAMPSCHREUR M J, VAN DER STAR W R L, WIELDERS H A, et al. Dynamics of nitric oxide and nitrous oxide emission during full-scale reject water treatment[J]. Water Research, 2008, 42(3):812-826.
[58]	OKABE S, OSHIKI M, TAKAHASHI Y, et al. N₂O emission from a partial nitrification-anammox process and identification of a key biological process of N₂O emission from anammox granules[J]. Water Research, 2011, 45(19):6461-6470.
[59]	DOMINGO-FELEZ C, MUTLU A G, JENSEN M M, et al. Aeration strategies to mitigate nitrous oxide emissions from single-stage nitritation/anammox reactors[J]. Environmental Science&Technology, 2014, 48(15):8679-8687.
[60]	JIN Y, WANG D Q, ZHANG W J. Effects of substrates on N₂O emissions in an anaerobic ammonium oxidation (anammox) reactor[J]. SpringerPlus, 2016, 5:741.
[61]	ZHANG W J, JIN Y. Effects of Fe (Ⅱ) on N₂O emissions from anammox reactors[J]. Desalination and Water Treatment, 2017, 63:221-226.
[62]	ZHANG W J, WANG D Q, JIN Y. Effects of inorganic carbon on the nitrous oxide emissions and microbial diversity of an anaerobic ammonia oxidation reactor[J]. Bioresource Technology, 2018, 250:124-130.
[63]	ALI M, RATHNAYAKE R, ZHANG L, et al. Source identification of nitrous oxide emission pathways from a single-stage nitritation-anammox granular reactor[J]. Water Research, 2016, 102:147-157.
[64]	van HULLE S W, CALLENS J, MAMPAEY K E, et al. N₂O and NO emissions during autotrophic nitrogen removal in a granular sludge reactor——a simulation study[J]. Environmental Technology, 2012, 33(19/20/21):2281-2290.
[65]	PENG L, LIU Y W, NI B J. Nitrous oxide production in completely autotrophic nitrogen removal biofilm process:a simulation study[J]. Chemical Engineering Journal, 2016, 287:217-224.
[66]	WAN X Y, BAETEN J E, VOLCKE E I P. Effect of operating conditions on N₂O emissions from one-stage partial nitritation-anammox reactors[J]. Biochemical Engineering Journal, 2019, 143:24-33.
[67]	MOZUMDER M S I, PICIOREANU C, VAN LOOSDRECHT M C M, et al. Effect of heterotrophic growth on autotrophic nitrogen removal in a granular sludge reactor[J]. Environmental Technology, 2014, 35(8):1027-1037.
[68]	CHEN X M, NI B J, SIN G. Nitrous oxide production in autotrophic nitrogen removal granular sludge:a modeling study[J]. Biotechnology and Bioengineering, 2019, 116(6):1280-1291.
[69]	JIA W L, ZHANG J, XIE H J, et al. Effect of PHB and oxygen uptake rate on nitrous oxide emission during simultaneous nitrification denitrification process[J]. Bioresource Technology, 2012, 113:232-238.
[70]	JIA W L, LIANG S, NGO H H, et al. Effect of phosphorus load on nutrients removal and N₂O emission during low-oxygen simultaneous nitrification and denitrification process[J]. Bioresource Technology, 2013, 141:123-130.
[71]	LI M, DU C Y, LAN M C, et al. Nitrogen removal and nitrogenous intermediate production of the heterotrophic membrane-aerated biofilm:a mathematical modeling investigation[J]. Korean Journal of Chemical Engineering, 2020, 37(3):525-535.
[72]	LIU Y R, ZHU T T, REN S Q, et al. Contribution of nitrification and denitrification to nitrous oxide turnovers in membrane-aerated biofilm reactors (MABR):a model-based evaluation[J]. Science of the Total Environment, 2021,86(3):151321.
[73]	BLOMBERG K, KOSSE P, MIKOLA A, et al. Development of an extended ASM3 model for predicting the nitrous oxide emissions in a full-scale wastewater treatment Plant[J]. Environmental Science&Technology, 2018, 52(10):5803-5811.
[74]	NI B J, PAN Y, van DEN AKKER B, et al. Full-scale modeling explaining large spatial variations of nitrous oxide fluxes in a step-feed plug-flow wastewater treatment reactor[J]. Environmental Science&Technology, 2015, 49(15):9176-9184.
[75]	DUAN H R, van den AKKER B, THWAITES B J, et al. Mitigating nitrous oxide emissions at a full-scale wastewater treatment plant[J]. Water Research, 2020, 185:116196.
[76]	BRUN R, KUHNI M, SIEGRIST H, et al. Practical identifiability of ASM2d parameters-systematic selection and tuning of parameter subsets[J]. Water Research, 2002, 36(16):4113-4127.
[77]	LAW Y, LANT P, YUAN Z G. The effect of pH on N₂O production under aerobic conditions in a partial nitritation system[J]. Water Research, 2011, 45(18):5934-5944.
[78]	DOCHAIN D, VANROLLEGHEM P A. Dynamical modelling&estimation in wastewater treatment processes[J]. Water Intelligence Online, 2001, 4.
[79]	BRUN R, REICHERT P, KVNSCH H. Practical identifiability analysis of large environmental simulation models[J]. Water Resources Research, 2001, 37(4):1015-1030.
[80]	KIM M J, WU G X, YOO C K. Quantification of nitrous oxide (N₂O) emissions and soluble microbial product (SMP) production by a modified AOB-NOB-N₂O-SMP model[J]. Bioresource Technology, 2017, 227:227-238.
[81]	DOMINGO-FÉLEZ C, PELLICER-NÀCHER C, PETERSEN M S, et al. Heterotrophs are key contributors to nitrous oxide production in activated sludge under low C-to-N ratios during nitrification-Batch experiments and modeling[J]. Biotechnology and Bioengineering, 2017, 114(1):132-140.
[82]	BENNETT N D, CROKE B F W, GUARISO G, et al. Characterising performance of environmental models[J]. Environmental Modelling&Software, 2013, 40:1-20.