中文核心期刊
CSCD来源期刊(核心库)
中国科技核心期刊
RCCSE中国核心学术期刊
JST China 收录期刊

留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

IFAS污水处理工艺的研究进展

刘国华 李钦渝 徐相龙 齐鲁 王洪臣

刘国华, 李钦渝, 徐相龙, 齐鲁, 王洪臣. IFAS污水处理工艺的研究进展[J]. 环境工程, 2022, 40(2): 214-224. doi: 10.13205/j.hjgc.202202032
引用本文: 刘国华, 李钦渝, 徐相龙, 齐鲁, 王洪臣. IFAS污水处理工艺的研究进展[J]. 环境工程, 2022, 40(2): 214-224. doi: 10.13205/j.hjgc.202202032
LIU Guohua, LI Qinyu, XU Xianglong, QI Lu, WANG Hongchen. RESEARCH PROGRESS OF IFAS PROCESS FOR WASTEWATER TREATMENT[J]. ENVIRONMENTAL ENGINEERING , 2022, 40(2): 214-224. doi: 10.13205/j.hjgc.202202032
Citation: LIU Guohua, LI Qinyu, XU Xianglong, QI Lu, WANG Hongchen. RESEARCH PROGRESS OF IFAS PROCESS FOR WASTEWATER TREATMENT[J]. ENVIRONMENTAL ENGINEERING , 2022, 40(2): 214-224. doi: 10.13205/j.hjgc.202202032

IFAS污水处理工艺的研究进展

doi: 10.13205/j.hjgc.202202032
基金项目: 

国家水体污染控制与治理科技重大专项(2017ZX07102004)

详细信息
    作者简介:

    刘国华(1976-),男,博士,副教授,主要研究方向为水处理技术。lgh@ruc.edu.cn

    通讯作者:

    徐相龙(1989-),男,博士研究生,主要研究方向为水处理技术。qsyxxl@ruc.edu.cn

RESEARCH PROGRESS OF IFAS PROCESS FOR WASTEWATER TREATMENT

  • 摘要: 总结了固定生物膜-活性污泥(IFAS)工艺的相关研究进展,主要包括IFAS工艺对污染物的去除性能、与其他技术耦合后的工艺性能、关键运行参数的影响,以及动力学模拟对IFAS工艺运行过程的优化。和传统活性污泥法(CAS)比较,IFAS工艺结合悬浮污泥与附着生物膜二者的优势,对有机物和氮素等污染物表现出更好的去除效果。IFAS工艺与其他新型污水处理工艺的耦合,可提高功能菌的代谢活性、多样性及选择性。在抗运行冲击方面,IFAS工艺在C/N变化、低温及高氨氮的情况下仍具有较高的运行稳定性;在工艺优化方面,动力学模拟有助于更好地理解IFAS反应器中运行参数、生物质特性,以及工艺性能间的内在联系,从而可达到工艺优化的目的。IFAS工艺的高污染去除及抗冲击性能为我国污水处理厂的升级改造提供了很好的技术途径。为进一步提高对IFAS工艺的应用能力,未来在高性能填料的研发、生物膜挂脱膜平衡、泥膜两相间的交互作用及微生物特征分布等方面还有待进一步研究。
  • [1] MCQUARRIE J,RUTT K,SEDA J,et al.Observations from the first year of full-scale operation-the IFAS/BNR process at the Broomfield wastewater reclamation facility,Broomfield,CO[C]//The 77th WEFTEC-National Conference of the Water Environment Federation.New Orleans,LA:Water Environment Federation,2004:274-285.
    [2] 邹文慧,刘咏,周后珍,等.固定生物膜-活性污泥工艺研究与应用进展[J].水处理技术,2012,38(4):16-20.
    [3] SHREVE M J,BRENNAN R A.Trace organic contaminant removal in six full-scale integrated fixed-film activated sludge(IFAS) systems treating municipal wastewater[J].Water Research,2019,151:318-331.
    [4] TOGNA A P,SUTTON P M,VOIGT H D.Pretreatment of food and dairy processing wastewaters:full scale application of the biological suspended carrier reactor system[J].Proceedings of the Water Environment Federation,2004(13):833-839.
    [5] AL-AMSHAWEE S,YUNUS M,AZODDEIN A.A novel microbial biofilm carrier for wastewater remediation[R].IOP Conf Ser Mater Sci Eng,736 (2020).
    [6] SAJJAD A,YUNUS M,VO D,et al.Biocarriers for biofilm immobilization in wastewater treatments:a review[J].Environmental Chemistry Letters,2020,18:1925-1945.
    [7] MORGAN-SAGASTUME F.Biofilm development activity and the modification of carrier material surface properties in moving-bed biofilm reactors (MBBRs) for wastewater treatment[J].Critical Reviews in Environmental Science and Technology,2018,48:439-470.
    [8] LARIYAH M,MOHIYADEN H,HAYDER H,et al.Application of moving bed biofilm reactor (MBBR) and integrated fixed activated sludge (IFAS) for biological river water purification system:a short review[J].Earth and Environmental Science,2016,32:37-52.
    [9] DENG L J,GUO W S,NGO H H,et al.New functional biocarriers for enhancing the performance of a hybrid moving bed biofilm reactor-membrane bioreactor system[J].Bioresource Technology,2016,208:87-93.
    [10] AL-AMSHAWEE S,YUSRI M.Geometry of biofilm carriers:a systematic review deciding the best shape and pore size[J].Groundwater for Sustainable Development,2021(12):100520.
    [11] FARBER R,DABUSH-BUSHERI I,CHANIEL G,et al.Biofilm grown on wood waste pretreated with cold low-pressure nitrogen plasma:utilization for toluene remediation[J].International Biodeterioration & Biodegradation,2019,139:62-69.
    [12] AL-AMSHAWEE S,YUSRI M,LYNAM J,et al.Roughness and wettability of biofilm carriers:a systematic review[J].Environmental Technology & Innovation,2020(5):101233.
    [13] LEIKNES T,DEGAARD H.The development of a biofilm membrane bioreactor[J].Desalination,2007,202:135-143.
    [14] SRIWIRIYARAT T,RANDALL C.Performance of IFASwastewater treatment processes for biological phosphorus removal[J].Water Research,2005,39:3873-3884.
    [15] SPONZA D.Investigation of extracellular polymer substances(EPS) and physicochemical properties of different activated sludge flocs under steady-state conditions[J].Enzyme Microbial Technology,2003,23:375-385.
    [16] SHAO Y X,SHI Y J,MOHAMMED A,et al.Wastewater ammonia removal using an integrated fixed-film activated sludgesequencing batch biofilm reactor (IFAS-SBR):comparison of suspended flocs and attached biofilm[J].International Biodeterioration & Biodegradation,2017,116:38-47.
    [17] KRSMANOVIC M,BISWAS D,ALI H,et al.Hydrodynamics and surface properties influence biofilm proliferation[J].Advances in Colloid and Interface Science,2020(10):102336.
    [18] AL-AMSHAWEE S,YUNUS M,YUNUS R,et al.Zero waste system comprised of fixed bed biofilm reactor,ozone oxidation,and electrodialysis desalination for wastewater sustainability[J].Journal of Water Process Engineering,2020,38:101593.
    [19] SONG Z,ZHANG X B,NGO H H,et al.Zeolite powder based polyurethane sponges as biocarriers in moving bed biofilm reactor for improving nitrogen removal of municipal wastewater[J].Science of the Total Environment,2019,651:1078-1086.
    [20] BRYERS J,CHARACKLIS W.Processes governing biofilm formation[J].Biotechnology Bioengineering,1982,24 (11):2451-2476.
    [21] CHARACKLIS W,MARSHALL K.Biofilms[M].Wiley:New York,1990.
    [22] LEE L Y,ONG S L,NG W J.Biofilm morphology and nitrification activities:recovery of nitrifying biofilm particles covered with heterotrophic outgrowth[J].Bioresource Technology,2004,95(2):209-214.
    [23] BEER D,STOODLEY P,ROE F,et al.Effect of biofilm structures on oxygen distribution and mass transfer[J].Biotechnology & Bioengineering,1994,43(11):1131-1138.
    [24] MASSOLDEYÁA,WHALLON J,HICKEY R,et al.Channel structures in aerobic biofilms of fixed-film reactors treating contaminated groundwater[J].Applied & Environmental Microbiology,1995,61(2):769-777.
    [25] MANNINA G,CAPODICI M,COSENZA A,et al.Bacterial community structure and removal performances in IFAS-MBRs:a pilot plant case study[J].Journal of Environmental Management,2017,198:122-131.
    [26] TRAPANI D,CHRISTENSSON M,TORREGROSSA M,et al.Performance of a hybrid activated sludge/biofilm process for wastewater treatment in a cold climate region:influence of operating conditions[J].Biochemical Engineering Journal,2013,77:214-219.
    [27] TORRE T,ALONSO E,SANTOS J,et al.Trace organics removal using three membrane bioreactor configurations:MBR,IFAS-MBRand MBMBR[J].Water Science and Technology,2015,71:761-768.
    [28] TAO C,HAMOUDA M.Steady-state modeling and evaluation of partial nitrification-anammox (PNA) for moving bed biofilm reactor and integrated fixed-film activated sludge processes treating municipal wastewater[J].Journal of Water Process Engineering,2019,31:100854.
    [29] ESLAMI H,EHRAMPOUSH M,GHANEIAN M,et al.Effect of organic loading rates on biodegradation of linear alkyl benzene sulfonate,oil and grease in greywater by Integrated Fixed-film Activated Sludge (IFAS)[J].Journal of Environmental Management,2017,193:312-317.
    [30] ARIAS A,ALVARINO T,ALLEGUE T,et al.An innovative wastewater treatment technology based on UASB and IFAS for costefficient macro and micropollutant removal[J].Journal of Hazardous Materials,2018,359:113-120.
    [31] YE J C,MCDOWELL C S,KOCH K,et al.Pilot testing of structured sheet media IFAS for wastewater biological nutrient removal[J].Proceedings of the Water Environment Federation,2009,12:4427-4442.
    [32] HUANG C K,SHI Y J,EL-DIN M G,et al.Treatment of oil sands process-affected water (OSPW) using ozonation combined with integrated fixed-film activated sludge (IFAS)[J].Water Research,2015,85:167-176.
    [33] MALOVANYY A,TRELA J,PLAZA E.Mainstream wastewater treatment in integrated fixed film activated sludge (IFAS) reactor by partial nitritation/anammox process[J].Bioresource Technology,2015,198:478-487.
    [34] VEUILLET F,LACROIX S,BAUSSERON A,et al.Integrated fixed-film activated sludge ANITA?Mox process-a new perspective for advanced nitrogen removal[J].Water Science and Technology,2013,5(69):915-922.
    [35] ZHANG M,PENG Y Z,WANG C,et al.Optimization denitrifying phosphorus removal at different hydraulic retention times in a novel anaerobic anoxic oxic-biological contact oxidation process[J].Biochemical Engineering Journal,2016,106:26-36.
    [36] PEDROUSO A,TRELA J,VAL DEL RÍOÁ,et al.Performance of partial nitritation-anammox processes at mainstream conditions in an IFAS system[J].Journal of Environmental Management,2019,250:109538.
    [37] SINGH N,KAZMI A.Treatment performance and microbial diversity under dissolved oxygen stress conditions:insights from a single stage IFAS reactor treating municipal wastewater[J].Journal of the Taiwan Institute of Chemical Engineers,2016,65:197-203.
    [38] SINGH N,KAZMI A.Environmental performance and microbial investigation of a single stage aerobic integrated fixed-film activated sludge (IFAS) reactor treating municipal wastewater[J].Journal of Environmental Chemical Engineering,2016(4):2225-2237.
    [39] SINGH N,KAZMI A.Efficacy analysis of a field scale IFASreactor under different aeration strategies applied at high aeration rates:a statistical comparative analysis for practical feasibility[J].Journal of Water Process Engineering,2019,27:185-192.
    [40] GU J,XU G J,LIU Y.An integrated AMBBR and IFAS-SBRprocess for municipal wastewater treatment towards enhanced energy recovery,reduced energy consumption and sludge production[J].Water Research,2017,110:262-269.
    [41] WANG C,LIU S T,XU X C,et al.Achieving mainstream nitrogen removal through simultaneous partial nitrification,anammox and denitrification process in an integrated fixed film activated sludge reactor[J].Chemosphere,2018,203:457-466.
    [42] CHEN F,BI X J,NG H.Effects of bio-carriers on membrane fouling mitigation in moving bed membrane bioreactor[J].Journal of Membrane Science,2016,499:134-142.
    [43] VERGINE P,SALERNO C,BERARDI G,et al.Sludge cake and biofilm formation as valuable tools in wastewater treatment by coupling integrated fixed-film activated sludge (IFAS) with self forming dynamic membrane bioreactors (SFD-MBR)[J].Bioresource Technology,2018,268:121-127.
    [44] YANG Y D,ZHANG L,CHENG J,et al.Achieve efficient nitrogen removal from real sewage in a plug-flow integrated fixedfilm activated sludge (IFAS) reactor via partial nitritation/anammox pathway[J].Bioresource Technology,2017,239:294-301.
    [45] REGMI P,THOMAS W,SCHAFRAN G,et al.Nitrogen removal assessment through nitrification rates and media biofilm accumulation in an IFAS process demonstration study[J].Water Research,2011,45:6699-6708.
    [46] ZHANG L,ZHANG S J,PENG Y Z,et al.Nitrogen removal performance and microbial distribution in pilot-and full-scale integrated fixed-biofilm activated sludge reactors based on nitritation-anammox process[J].Bioresource Technology,2015,169:448-453.
    [47] CHURCH L,RYU H,SADMANI A,et al.Multiscale investigation of a symbiotic microalgal-integrated fixed film activated sludge(MAIFAS) process for nutrient removal and photo-oxygenation[J].Bioresource Technology,2018,268:128-138.
    [48] FILIPE C,DAIGGER G,GRADY C.Effects of pH on the rates of aerobic metabolism of phosphate-accumulating and glycogenaccumulating organisms[J].Water Environment Research,2001,73(2):213-222.
    [49] ONNIS-HAYDEN A,MAJED N,SCHRAMM A,et al.Process optimization by decoupled control of key microbial populations:Distribution of activity and abundance of polyphosphateaccumulating organisms and nitrifying populations in a full-scale IFAS-EBPR plant[J].Water Research,2011,45 (13):3845-3854.
    [50] GONCALVES R,ROGALLA F.Optimising the A/O cycle for phosphorus removal in a submerged biofilter under continuous feed[J].Water Science and Technology,2000,41(4/5):503-508.
    [51] GU A Z,SAUNDERS A,NEETHLING J,et al.Functionally relevant microorganisms to enhanced biological phosphorus removal performance at full-scale wastewater treatment plants in the United States[J].Water Environment Research,2008,80(8):688-698.
    [52] BASHAR R,GUNGOR K,KARTHIKEYAN K,et al.Cost effectiveness of phosphorus removal processes in municipal wastewater treatment[J].Chemosphere,2018,197:280-290.
    [53] WETT B.Development and implementation of a robust deammonification process[J].Water Science and Technology,2007,56:81-88.
    [54] JETTEN M,WAGNER M,FUERST J,et al.Microbiology and application of the anaerobic ammonium oxidation(‘anammox’)process[J].Current Opinion in Biotechnology,2001,12:283-288.
    [55] ZHANG X J,ZHANG H Z,YE C M,et al.Effect of COD/N ratio on nitrogen removal and microbial communities of CANON process in membrane bioreactors[J].Bioresource Technology,2015,189:302-308.
    [56] LACKNER S,TERADA A,HORN H,et al.Nitritation performance in membrane-aerated biofilm reactors differs from conventional biofilm systems[J].Water Research,2010,44:6073-6084.
    [57] KLAUS S,MCLEE P,SCHULER A,et al.Methods for increasing the rate of anammox attachment in a sidestrem deammonification MBBR[J].Water Science And Technology,2016,74:100-117.
    [58] LAURENI M,WEISSBRODT D,VILLEZ K,et al.Biomass segregation between biofilm and flocs improves the control of nitriteoxidizing bacteria in mainstream partial nitritation and anammox processes[J].Water Research,2019,154:104-116.
    [59] SAFONIUK M.Wastewater Engineering:Treatment and Reuse[M].McGraw-Hill:New York,2002.
    [60] LAURENI M,FALAS P,ROBIN O,et al.Mainstream partial nitritation and anammox:long-term process stability and effluent quality at low temperatures[J].Water Research,2016,101:628-639.
    [61] VEUILLET F,LACROIX S,BAUSSERON A,et al.Integrated fixed-film activated sludge ANITAMox process:a new perspective for advanced nitrogen removal[J].Water Science and Technology,2014,69:915-922.
    [62] ĆURKO J,MATOŠIĆM,JAKOPOVIĆH,et al.Nitrogen removal in submerged MBR with intermittent aeration[J].Desalination and Water Treatment,2010,24:7-19.
    [63] BERG J.Reduced energy consumption and improved treatment using intermittent aeration at the Ja-Ela/ekala wastewater Treatment Plant in Sri Lanka[Z].UPTECW14014,2014.
    [64] SINGH N,PANDEY S,SINGH R,et al.Effect of intermittent aeration cycles on EPS production and sludge characteristics in a field scale IFAS reactor[J].Journal of Water Process Engineering,2018,23:230-238.
    [65] BELLA G,TORREGROSSA M,VIVIANI G.The role of EPSconcentration in MBR foaming:analysis of a submerged pilot plant[J].Bioresource Technology,2011,102(2):1628-1635.
    [66] MORGAN J,FORSTER C,EVISON L.A comparative study of the nature of biopolymers extracted from anaerobic and activated sludges[J].Water Research,1990,(24):743-750.
    [67] JIN B,WILÉN B M,LANT P.A comprehensive insight into floc characteristics and their impact on compressibility and settleability of activated sludge[J].Chemical Engineering Journal,2003,95:221-234.
    [68] SHAO Y X,YANG S,ABDUL M.Impacts of ammonium loading on nitritation stability and microbial community dynamics in the integrated fixed-film activated sludge sequencing batch reactor(IFAS-SBR)[J].International Biodeterioration&Biodegradation,2018,133:63-69.
    [69] GUELLIL A,THOMAS F,BLOCK J,et al.Transfer of organic matter between wastewater and activated sludge flocs[J].Water Research,2001,35:143-150.
    [70] JACOBSEN B,ARVIN E,REINDERS M.Factors affecting sorption of pentachlorophenol to suspended microbial biomass[J].Water Research,1996,30:13-20.
    [71] SHENG G P,YU H Q,LI X Y.Extracellular polymeric substances(EPS) of microbial aggregates in biological wastewater treatment systems:a review[J].Biotechnology Advances,2010,28:882-894.
    [72] LEYVA-DÍAZ J,GONZÁLEZ-MARTÍNEZ A,GONZÁLEZ-LÓPEZ J,et al.Kinetic modeling and microbiological study of twostep nitrification in a membrane bioreactor and hybrid moving bed biofilm reactor-membrane bioreactor for wastewater treatment[J].Chemical Engineering Journal,2015,259:692-702.
    [73] SRIWIRIYARAT T,PITTAYAKOOL K,FONGSATITKUL P,et al.Stability and capacity enhancements of activated sludge process by IFAS technology[J].Journal of Environmental Science and Health,2008,43:1318-1324.
    [74] BARWAL A,CHAUDHARY R.To study the performance of biocarriers in moving bed biofilm reactor (MBBR) technology and kinetics of biofilm for retrofitting the existing aerobic treatment systems:a review[J].Reviews In Environmental Science And BioTechnology,2014,13:285-299.
    [75] SRIWIRIYARAT T,RANDALL C.Performance of IFASwastewater treatment processes for biological phosphorus removal[J].Water Research,2005,39:3873-3884.
    [76] KIM H,GELLNER J,BOLTZ J,et al.Effects of integrated fixed film activated sludge media on activated sludge settling in biological nutrient removal systems[J].Water Research,2010,44:1553-1561.
    [77] TORRE T,RODRIGUEZ C,GOMEZ M,et al.The IFAS-MBRprocess:a compact combination of biofilm and MBR tecnnology as RO pretreatment[J].Desalination and Water Treatment,2013,51:1063-1069.
    [78] ALBIZURI J,GRAU P,CHRISTENSSON M,et al.Validating the colloid model to optimise the design and operation of both movingbed biofilm reactor and integrated fixed-film activated sludge systems[J].Water Science and Technology,2014,69:1552-1557.
    [79] LIU Y W,LI C Y,SUSANNE L,et al.The role of interactions of effective biofilm surface area and mass transfer in nitrogen removal efficiency of an integrated fixed-film activated sludge system[J].Chemical Engineering Journal,2018,350:992-999.
    [80] TAKACS I,BYE C,CHAPMAN K,et al.A biofilm model for engineering design[J].Water Science and Technology,2007,55:329-336.
    [81] LI B,QIU Y,ZHANG C,et al.Understanding biofilm diffusion profiles and microbial activities to optimize integrated fixed-film activated sludge process[J].Chemical Engineering Journal,2016,15:269-277.
  • 加载中
计量
  • 文章访问数:  386
  • HTML全文浏览量:  35
  • PDF下载量:  36
  • 被引次数: 0
出版历程
  • 收稿日期:  2020-11-16
  • 网络出版日期:  2022-04-02
  • 刊出日期:  2022-04-02

目录

    /

    返回文章
    返回