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Ca~(2+)在SBBR生物膜团聚体培养中的影响研究
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摘要
当前,我国水环境的氮污染日益加剧,危害不断显现,因此受到了人们越来越多的关注,对水体实施有效的脱氮处理已是刻不容缓。生物处理工艺作为一种高效低耗的污水脱氮处理手段,在水处理领域具有极其重要的地位。微生物团聚体作为污水生物处理系统中的反应核心,是水体中多种微生物由于互利共生等关系共同吸附栖息于某一微核而形成的微生态结构,是水体中最为活跃的组成部分之一,它在水体的净化中发挥非常重要的作用。
     本论文简单介绍了国内外生物脱氮技术的研究过程和研究成果以及该技术的最新研究进展,主要对Ca2+浓度在净水微生物团聚体培养的影响进行了相关的研究与分析。
     通过在5组相同型号的SBBR反应器(ABCDE)内调节进水中的Ca2+含量(分别为0、10mg/L、20mg/L、25mg/L、40mg/L),研究Ca2+在净水生物膜团聚体培养过程的作用影响。结果表明,进水Ca2+投加浓度为25mg/L时驯化培养的生物膜团聚体具有较好的抗挤压能力,抗压强度达到了22N/cm2,密度为1.059g/cm3,活性微生物的百分含量达到了86.90%,远远高于一般污泥团聚体中的微生物含量,去除含氮有机物的效率也较高,COD、BOD5的去除效率达到了85%以上。分析运行效果,反应器C和D的生物膜团聚体通过29d的驯化培养就达到了一个比较好的净水效果,并能维持稳定状态,相比于一般生物膜反应器的驯化时间有所缩短。不同进水负荷条件下氨氮的去除率变化表明,反应器C和D针对不同进水负荷表现出来的适应效果明显优于其他反应器。
Now people pay more and more attention to the nitrogen pollution in the water due to its severity. As a result, it is important to carry out effective denitrification methods. Biological treatment is efficient and low consumption as a wastewater denitrification method, which has an extremely important position in wastewater treatment field. Microbial aggregates in biological wastewater treatment systems as a response to the core, is a micro-ecological structure which is formed because the co-adsorption of micro-habitats in the nucleus of a variety of microorganisms in water due to mutually beneficial relationship, is one of the most active integral part of the water. It plays a very important role in the purification of water.
     This thesis briefly introduces the research process and research findings of biological nitrogen removal technologies at home and abroad and recent advances in the technology, mainly carried out related research and analysis on the influence of the Ca2+ concentration on culture of microbial aggregates in the water.
     Cultivating efficient biomembrane aggregate in the international water treatment has been a hotspot of research in recent years. Different amounts of Ca2+ were added in five SBBR reactors (A、B、C、D、E) to search a effective way to cultivate the efficient biomembrane aggregate. The biomembrane aggregate which were cultured under the conditions of 25mg/L Ca2+had a better extrusion ability. The average compressive strength of the biomembrane aggregate reached 22 N/cm2, the density was 1.059g/cm3, and the percentage of activity microorganism in the biomembrane aggregate reached 86.9% which was far higher than the general granular sludge. Analysis the circulated effect, after 29d the biomembrane aggregate in the SBBR C and D had the better effect in wastewater disposal, and the effect could maintain a stable state. Compared to the general biofilm reactor, the domestication time of these reactors was shorter. By changing the hydraulic load and examining the changes of removal rates of ammonia nitrogen, the effect of adaptation by the biomembrane aggregate in the SBBR reactor C and D were better than the other two reactors.
引文
[1]杨霞,杨朝晖,陈军,等.城市生活垃圾填埋场渗滤液处理工艺的研究[J].环境工程,2000,18(5):12-14.
    [2]Kang K, Shin H, Park H, et al. Characterization of humic substances present in landfill leachate with different landfill ages an its implications[J]. Water Res, 2002,36(5):4023-4032.
    [3]Van Loosdrecht MCM. Recent development on biological wastewater nitrogen removal technologies. In:Proceedings of the presentation in international conference on wastewater treatment for nutrient removal and reuse (ICWNR'04),2004.
    [4]谢珊,李小明,曾光明,等.好氧颗粒污泥的性质及其在脱氮除磷中的应用[J].环境污染治理技术与设备,2003,4(7):70-73
    [5]Young-Ho A. Sustainable nitrogen elimination biotechnologies:A review[J]. Process Biochemistry,2006,41(8):1709-1721
    [6]Jetten MSM, Schmid M, Schmidt I, et al. Improved nitrogen removal by application of new nitrogen-cycle bacteria[J]. Reviews in Environmental Science Bio/Technology,2002,1(1):51-63
    [7]Sernat K, Wojnowska-Baryla I, Dobrzynska A. Nitrogen oxidation and reduction in aerated single-stage activated sludge process[J]. Pol J Environ Stud, 2003,12(4):387-94
    [8]杨朝晖,高锋,曾光明,等.短程硝化反硝化去除高氨氮猪场废水中的氮[J].中国环境科学,2005,25(S1):43-46
    [9]trous M, van Gerven E, Kuenen JG, et al. Effects of aerobic and microaerobic conditions on anaerobic ammonium-oxidizing (Anammox) sludge[J]. Applied and Environmental Microbiology,1997,63(6):2446-2448
    [10]廖德祥,李小明,曾光明,等.全程自养脱氮新工艺[J].中国给水排水,2004,(4):31-33
    [11]杨麒,李小明,曾光明,等.同步硝化反硝化机理的研究进展[J].微生物学通报,2003,30(4):88-91
    [12]Dapena Mora A, Campos J L, Mosquera-Corral A, et al. Stability of the AMAMMOX process in a gas-lift reactor and a SBR[J]. J Biotechnol,2004, 110(2):159-70
    [13]Guven D, Van de Pad-Schoonen K, Schmid MC, et al. Implementation of the Anammox process for improved nitrogen removal[J]. Journal of Environmental Science and Health,2004,39(7):1729-1738
    [14]Liu Y, Tay J H. The essential role of hydrodynamic shear force in the formation of biofilm and granular sludge[J]. Wat Res,2002,36(7):1653-1665
    [15]Peng D C, Nicolas B, Delgenes J P, et al. Aerobic granular sludge-A ease report[J]. Wat Res,1999,33(3):890-893
    [16]Yu H Q, Tay J H, Fang H P. The roles of calcium in sludge granulation during UASB reactor start-up[J]. Water Res,2001,35(4):1052-1060
    [17]Jiang H L, Tay J H, Liu Y, et al. Ca2+ augmentation for enhancement of aerobically grown microbial granules in sludge blanket reactors[J]. Biotechnology Letters,2003,25(2):95-99
    [18]Than K, Ajit PA. Novel microbial nitrogen removal processes[J]. Biotechnology Advances,2004,22(7):519-532
    [19]Staley JT, Bryant MP, Pfeng N et al. Bergey's manual of systematic bacteriology (Vol.3)[M]. USA:Williams Wilkins,2001,1807-1835
    [20]胡宝兰,徐向阳,郑平.新型生物脱氮理论与技术[M].北京:科学出版社,2004,15-75
    [21]Zart D, Bock E. High rate of aerobic nitrification and denitrification by Nitrosomonas eutropha grown in a fermenter with complete biomass retention in the presence of gaseous NO2 or NO[J]. Arch Microbiol,1998,169(3): 282-286
    [22]Jiade Wang, Chengqiang Wu, et al. Denitrification removal of nitric oxide in a rotating drum biofilter[J]. Chemical Engineering Journal,2006,121(1):45-49
    [23]De Lucas, L Rodriguez, J Villasenor, et al. Denitrification potential of industrial wastewaters[J]. Water Research,2005,39(9):3715-3726
    [24]Suzuki I, Dular U, Kwok SC. Ammonia or ammonium ion as substrate for oxidation by Nitrosomonas eupropaea cells and extracts[J]. J Bacteriol,1974, 120(3):556-558
    [25]Aamand J, Ahl T, Spieck, E. Monoclonal antibodies recognizing nitrite oxidoreductase of Nitrobacter hamburgensis. N winogradskyi N vulgaris[J]. Appl. Environ. Microbiol,1996,62(7):2352-2355
    [26]Bartosch S, Wolgast I, Spieck E, et al. Identification of nitrite-oxidizing bacteria with monoclonal antibodies recognizing the nitrite oxidoreductase[J]. Appl. Environ. Microbiol,1999,65(9):4126-4133
    [27]Berthe, T, Garnier, J, Petit, F. Quantification de bacteries nitrifiantes du genre Nitrobacter en milieux aquatiques (1'estuaire de la Seine, France)[J]. C. R. Acad. Sci Paris Sci. Ecol,1999,322(6):517-526
    [28]Bianchi M, Bonin P, Feliatra. Bacterial nitrification and denitrification rates in the Rhone River plume (northwestern Mediterranean Sea)[J]. Mar. Ecol. Prog. Ser,1994,103(1):197-202
    [29]Hovanec, T A, Taylor, L T, Blakis, A, et al. Nitrospira-like bacteria associated with nitrite oxidation in freshwater aquaria[J]. Appl. Environ. Microbiol,1998, 64(1):258-264
    [30]Gieseke A, Bjerrum L, Wagner M, Amann R. Structure and activity of multiple nitrifying bacterial populations co-existing in a biofilm[J]. Environ. Microbiol, 2003,5(5):355-369
    [31]A Haikara, Helander I. The Prokaryotes:An Evolving Electronic Database for the Microbiological Community[M]. New York:Springer Verlag,2002,100-191
    [32]林进条,林涛,刘丽玲.新型生物脱氮工艺的研究[J].净水技术,2005,24(2):48-50
    [33]Gieseke A, Purkhold U, Wagner M, Amann R, Schramm A. Community structure and activity dynamics of nitrifying bacteria in a phosphate-removing biofilm[J]. Appl. Environ. Microbiol,2001,67(3):1351-1362
    [34]Betlach M R, J M Tiedje. Kinetic explanation for accumulation of nitrite.nitric oxide, and nitrous oxide during bacterial denitrification[J]. Applied and Environmental Microbiology,1981,42(6):1074-1084
    [35]McCarty P L, Beck L, Amant P S. Biological denitrification of wastewaters by addition of organic materials. In Proceedings of the 24th Industrial. Waste Conference[M]. India:Purdue University, Lafayette,1969,1271-1285
    [36]Hellinga C, Schellen AAJC, Mulder J W, et al. The SHARON process:an innovative method for nitrogen removal from ammonium-rich waste water[J]. Water Science and Technology,1998,37(9):135-142
    [37]Mulder JW, van Kempen R. N-removal by Sharon[J]. Water Quality international,1997,2(1):30-31
    [38]Surmacz Gorska J, Cichon A, Miksch K. Nitrogen removal from wastewater with high ammonia nitrogen concentration via shorter nitrification and denitrification[J]. Wat Sci Tech,1997,36(10):73-78
    [39]Abeling U, Seyfrid CF. Anaerobic-aerobic treatment of high strength ammonium wastewater-nitrogen removal via nitrite[J]. Wat. Sci. Tech,1992, 26(5-6):1007-1015
    [40]徐冬梅,聂梅生,金承基.亚硝酸型硝化试验研究[J].给水排水,1999,25(7):37-39
    [41]方士,李筱焕.高氨氮味精废水的亚硝化/反亚硝化脱氮研究[J].环境科学学报,2001,21(1):79-83.
    [42]魏琛,罗固源.FA和pH值对低C/N污水生物亚硝化的影响[J].重庆大学学报(自然科学版),2006,29(3):124-127.
    [43]Laanbroek HJ, Gerards S. Competition for limiting amounts of oxygen between Nitrosornonas europaea and Nitrobactor winogradski gown in mixed continuous cultures[J]. Archives of Microbiology,1993,159(5):453-459.
    [44]Voets J P, Van stean H, VerstraeteW. Removal of nitrogen from highly nitrogenous waste waters[J]. Journal of Water Pollution. Control Federation, 1975,47(3):394-398.
    [45]Balmelle B. Study of factors controlling nitrite build-up in biological processes of water nitrification[J]. Wat. Sci. Tech,1992,26(5-6):1017-1025
    [46]袁林江,彭党聪,王志盈.短程硝化-反硝化生物脱氮[J].中国给水排水,2000,16(2):29-31
    [47]Hyungseok Yoo. Nitrogen removal from synthetic waste water by simultaneous nitrification and denitrification via nitrite in an intermittently-aerated reactor[J]. Wat. Res,1999,33(1):146-149
    [48]Mulder JW, van Loosdrecht MCM, Hellinga C, et al. Full scale application of the Sharon process for treatment of reject water of digested sludge dewatering[J]. Water Sci Technol,2001,43(11):127-134
    [49]Broda E. Two kinds lithotrophs missing in nature[J]. Z A11g Mickrobiol,1977, 17(6):491-493
    [50]Mulder A, van de Graaf AA, Robertson L A, et al. Anaerobic ammonium oxidation discovered in a denitrifying fluidized bed reactor[J]. FEMS Microbiol Ecol,1995,16(3):177-184
    [51]郑平,冯孝善.ANAMMOX流化床反应器性能的研究[J].环境科学学报,1998,18(4):367-372
    [52]周少奇,方汉平.低COD/N-NH4+比废水的同时硝化反硝化生物处理策略[J].环境污染与防治,2000,(1):18-21
    [53]周少奇.生物脱氮的生化反应计量学关系式[J].华南理工大学学报,1998,26(3):124-126
    [54]阮文权,邹华,陈坚.厌氧氨氧化混培菌的获得及其运行条件[J].重庆环境 科学,2002,21(6):30-33
    [55]赵宗升,刘鸿亮,李炳伟等.垃圾填埋场渗滤液污染的控制技术[J].中国给排水,2000,16(6):20-23
    [56]郭勇,杨平,罗光华.垃圾渗滤液生物脱氮新途径[J].城市环境与城市生态,2003,16(2):59-61
    [57]杨洋,左剑恶,沈平,等.接种不同普通污泥的厌氧氨氧化反应器的启动运行研究[J].环境科学,2004,(S1):39-42
    [58]刘寅,杜兵,司亚安,等.厌氧氨氧化菌的培养与推流式反应器氨厌氧工艺[J].环境科学,2005,26(2):137-141
    [59]Van de Graaf AA, Mulder A, de Bruijn P, et al. Anaerobic oxidation of ammonia is a biologically mediated process[J]. Applied and Environmental Microbiology, 1995,61(4):1246-1251
    [60]Mulder A, van de Graaf AA, Robertson LA, et al. Anaerobic ammonium oxidation discovered in a denitrifying fluidized bed reactor[J]. FEMS Microbiol Ecol,1995,16(3):177-184
    [61]Dalagard T, Canfield DE, Pederesen J, et al. N2 production by the anammox reaction in the anoxic water column of the Golfo Dulce, Costa Rice[J]. Nature, 2003,422(6932):606-608
    [62]Kuypers MMM, Slieker AO, Lavik G, et al. Anaerobic ammonium oxidation by anammox bacteria in the Black Sea[J]. Nature,2003,422(6932):608-611
    [63]Zart D, Schmidt I, Bock E. Neue Wege vom Ammonium zum Stickstoff In: Oko-logie der Abwasserorganismen, Lemmer/Griebe/Flemming(Edit.)[M]. Berlin/Heidelberg:Springer-Verlag,1996,102-154
    [64]Schmidt I, Bock E. Anaerobic ammonia oxidation with nitrogen dioxide by Nitrosomonas eutropha[J]. Arch. Microbiol,1997,167(2):106-111
    [65]Van de Graaf AA, Mulder A, de Bruijn P, et al. Autotrophic growth of anaerobic ammonium oxidizing microorganisms in a fluidized bed reactor[J]. Microbiology,1996,142(8):2187-2196.
    [66]Strous M. Microbiology of anaerobic ammonium oxidation[M]. USA:Ph. D. thesis,2000,201-265
    [67]Van de Graaf A A, Mulder A, de Bruijn P, et al. Metabolic pathway of anaerobic ammonium oxidation on the basis of 15N studies in a fluidized bed reactor[J]. Microbiology,1997,143(7):2415-2421
    [68]Jetten SMM, Wagner M, Fuerst J, et al. Microbiology and application of the anaerobic ammonium oxidation(anammox) process[J]. Environmental Biotechnology,2001, 12(3):283-288
    [69]Lindsay MR, Webb RI, Strous M, et al. Cell compartmentalization in planctomycetes:novel types of structural organization for the bacteria cell[J]. Arch Microbiol,2001,175(6):413-429
    [70]Strous M, Heijnen JJ, Kuenen JG, et al. The sequencing batch reactor as a powerful tool for the study of slowly growing anaerobic ammonium-oxidizing microorganisms[J]. Appl. Microbiol. Biotechnol,1998,50(6):589-596
    [71]Strous M, Kunen J G, Jetten M S M. Key physiology of anaerobic ammonium oxidation[J]. Appl Environ Microbiol,1999,65(7):3248-3250
    [72]Jetten MSM, Strous M, Pas Schoonen KT, et al. The anaerobic oxidation of ammonium[J]. FEMS Microbiol. Rev,1999,22(5):421-437
    [73]杨洋,左剑恶,沈平,等.温度、pH值和有机物对厌氧氨氧化污泥活性的影响[J].环境科学,2006,27(4):691-695.
    [74]陈曦,崔莉凤,杜兵,等.温度和pH值对厌氧氨氧化微生物活性的影响分析[J].北京工商大学学报,2006,24(3):5-8
    [75]Jos Schalk, et al. The anaerobic oxidation of hydrazine:a novel reaction in microbial nitrogen metabolism nitrogen metabolism[J]. FEMS Microbiology Letters,1998,158(1):61-67
    [76]郑平,胡宝兰.厌氧氨氧化菌混培物生长及代谢动力学研究[J].生物工程学报,2001,17(2):193-198
    [77]Edwards VH. The influence of high substrate concentration on microbial kinetics[J]. Biotechnol Bioeng,1970,12(5):679-712
    [78]Fux C, Boehler M, Huber P, et al. Biological Treatment of Ammonium-rich Waste water by Partial Nitritation and Subsequent Anaerobic Ammonium Oxidation in a Pilot Plant[J]. Journal of Biotechnology,2002,99(3):295-306
    [79]van Dongen U, Jetten MSM, van Loosdrecht MCM. The SHARON-ANAMMOX process for treatment of ammonium rich wastewater[J]. Water Sci. Technol, 2001,44(1):153-160
    [80]Hippen A, Baumgarten G, Rosenwinkel K-H, et al. Aerobic deammonification-A new experience in the treatment of wastewater[J]. Water Science and Technology,1997,35(10):111-120
    [81]H Siegrist, S Reithaar, G Koch, et al. Nitrogen loss in a nitrifying rotating contactor treating ammonium-rich waste water without organic carbon[J]. Water Science and Technology,1998,37(4-5):241-248
    [82]Arts PAM, Robertson LA, Kuenen JG. Nitrification and denitrification by Thiosphaera pantotropha in aerobic chemostat cultures[J]. FEMS Microbiol Ecol,1995,18(4):305-316
    [83]Helmer C, Tromm C, Hippen A, et al. Single stage biological nitrogen removal by nitritation and anaerobic ammonium oxidation in biofilm systems[J]. Water Science and Technology,2001,43(1):311-320
    [84]Koch G, Egli K, Van der Meer JR, et al. Mathematical modeling of autotrophic denitrification in a nitrifying biofilm of a rotating biological contactor[J]. Water Science and Technology,2000,41(4-5):191-198
    [85]Bock E, Schmidt I, Stuven R. Nitrogen loss caused by denitrifying Nitrosomonas cells using ammonium or hydrogen as electron donors and nitrite as electron acceptor[J]. Arch. Microbiol,1995,163(1):16-20.
    [86]Kuai L, Fanger U. Ammonia removal by the oxygen-limited autotrophic nitrification-denitrification system[J]. Applied and Environmental Microbiology, 1998,64(11):4500-4506
    [87]Abeliovich A, Vonshak A. Anaerobic metabolism of Nitrosomonas europaea[J]. Arch Microbiol,1992,158(2):267-270
    [88]Sliekers AO, Derwort N, Gomez JLC, et al. Completely autotrophic nitrogen removal over nitrite in one single reactor[J]. Water Research,2002,36(60): 2475-2482
    [89]Sliekers A O, Third K, Abma W, et al. CANON and Anammox in a gas-lift reactor[J]. FEMS Microbiol. Lett,2003,218(2):339-394
    [90]郝晓地,汪慧贞,钱易,等.欧洲城市污水处理技术新概念-可持续生物除磷脱氮工艺(上)[J].给水排水,2002,28(6):6-11
    [91]Gonzales S, Wilderer P A. Phosphate removal in a biofilm reactor[J]. Water Science Technology,1990,23(7-9):1405-1416
    [92]李军,杨秀山,聂梅生,等.序批式生物膜法的脱氮特性及机理研究[J].环境科学学报,2002,22(3):320-323
    [93]Ana Munoz Colunga, Simon Gonzalez-Martinez. Effects of population displacements on biological phosphorus removal in a biofilm SBR[J]. Water Science and Technology,1996,34(1-2):303-313
    [94]P Arnz, S Esterl, C Nerger, et al. Simultaneous loading and draining as a means to enhance efficacy of sequencing biofilm batch reactors[J]. Water Research, 2000,34(5):1763-1766
    [95]Joshi H. SBR and SBBR systems:New approach to biological treatment[J]. Chemical Engineering World,2001,36(7):79-83
    [96]李伟光,赵庆良.序批式生物膜反应器处理屠宰废水[J].中国给水排水,2000,16(10):59-60
    [97]徐伟锋,孙力平,张芳,等.在SBBR中接种硝化菌时SND特性及机理[J].水处理技术,2005,3I(4):21-23
    [98]蒋剑虹,曾光明,张盼月,等.序批式复合反应器强化同步脱氮除磷[J].中国给水排水,2005,21(9):14-17
    [99]Morgenroth E, Wilderer PA. Sequencing batch reactor technology:concepts, design and experiences[J]. J CIWEM,1998,12(11):314-321
    [100]Smith RG, Wilderer PA. Treatment of hazardous landfill leachate using sequencing batch reactors wit h silicone membrane oxygenation[M]. UK:Lewis Publishers,1998,198-256
    [101]Pujol R, Lemmel H, Gousaillers M. A key point of nitrification in an upflow biofiltration reactor[J]. Wat. Sci. Tech,1998,38(3):47-54
    [102]Woolard CR. The advantages of periodically operated biofilm reactors for the treatment of highly variable wastewater[J]. Wat. Sci. Tech,1997,35(1): 199-206
    [103]Jaar MA, Wilderer PA. Granular activated carbon sequencing batch biofilm reactor to problematic wastewater[J]. Wat. Sci. Tech,1992,26(5-6):1195-1203
    [104]Irvine RL, Ketchum LH, Wilderer PA, et al. Granular activated carbon-sequencing batch biofilm reactor (GAC-SBBR)[P]. U S:patent 5126050, 1992.
    [105]Irvine RL. Preliminary studies on the granular activated carbon sequencing batch biofilm reactor[J]. Envir. Prog,1997,10(4),282-289
    [106]Wilderer PA, Irvine RL, Goronszy MC. Sequencing batch reactor technology[M]. London:IWA Publicating,2001,11-59
    [107]Arnz P, Esterl S. Simultaneous loading and draining as a means to enhance efficacy of sequencing biofilm batch reactors[J]. Wat. Res,2000,34(5): 1763-1766
    [108]Wilderer PA. Technology of membrane biofilm reactors operated under periodically changing process condition[J]. Wat. Sci. Tech,1995,31(1): 173-183
    [109]Nguyen AL. Application of feedback control based on dissolved oxygen to a fixed-film sequencing batch reactor for treatment of brewery wastewater[J]. Water Environment Research,2000,72(1):75-83
    [110]Aronld E, Bohm B, Wilderer PA. Application of activated sludge and biofilm sequencing batch reactor technology to treat rejects water from sludge dewatering systems:a comparison[J]. Wat. Sci. Tech,2000,41(1):115-122
    [111]国家环境保护总局.水和废水监测分析方法[M].第4版.北京:中国环境科学出版社,2002,291-299
    [112]郑平.环境微生物学[M].杭州:浙江大学出版社,2002,156-167
    [113]Tokuyama T, Yoshida N, Matsuishi T, et al. A new psychrotrophic ammonia-oxidizing bacterium, Nitrosovibrio sp[J]. TYM9. Journal of Fermentation and Bioengineering,1997,83(4):377-380
    [114]Jones RD, Morita RY, Koops HP, et al. A new marine ammonium-oxidizing bacterium Nitrosomonas cryotolerans sp[J]. nov. Canadian Journal of Microbiology,1988,34(2):1122-1128
    [115]van Loosdrecht MCM, Hao XD. Jetten MSM, et al. Use of anammox in urban waste water treatment[J]. Wat. Sci. Tech:Water Supply,2004,4(1):87-94
    [116]Sahrawat KL. Ammonium production in submerged soils and sediments:the role of reducible iron[J]. Commun. Soil Sci. Plant Anal,2004,35(3-4):399-411
    [117]蔡春光,刘军深,蔡伟民.胞外多聚物在好氧颗粒化中的作用机理[J].中国环境科学,2004,24(5):623-626
    [118]朱亮,徐向阳,罗伟国,等.废水生物处理好氧污泥颗粒化研究进展[J].环境科学,2007,28(11):2657-2664
    [119]Barat R, Montoya T, Borras L, et al. Calcium effect on enhanced biological phosphorus removal[J]. Water Science and Technology,2006,53(12):29-37
    [120]Yu H Q, Tay J H, Fang H P. The roles of calcium in sludge granulation during UASB reactor start-up[J]. Water Research,2001,35(4):1052-1060

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