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城市河道污染水体生物净化试验研究
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摘要
近年来,由于经济发展和城市建设的加快,城市周围中小河流的污染事故不断发生,河流生态系统严重受损,因此如何防治河流进一步恶化、保护水资源,走可持续发展的道路成为人类共同追求的目标。本文以深圳市福田河中心公园河段为研究对象,综合国内外对河流污染水体强化净化技术的研究成果,结合我国河流污染严重的特点,以及经济基础还比较薄弱的现实情况,采用自行设计的试验装置来模拟河道,同时选择曝气方式、膜材料以及特效种菌,通过布设填料和投加特效菌种对河流污染水体进行试验研究。
     首先,以河道中原有的天然生物菌群作为菌源,经过30多天的动态培养,COD_(Cr)的去除率稳定在35%左右,NH_4~+-N的去除率稳定在25%左右,而填料丝上生物膜的外观也经历了无色透明、淡绿色、黄绿色、褐绿色、黑褐色的变化过程,同时填料丝上的生物也对应出现从无到以藻类为主,再到出现菌胶团,最后直至出现微型动物的一系列变化过程,标志着生物填料在装置中动态挂膜的成功。
     其次,系统成功挂膜后,构建复合生物净化技术(曝气+填料+特效菌种)来去除河道污染物。在试验期间,不投菌装置对BOD_5、CODcr、TN、TP、NH_4~+-N和SS的平均去除率分别为53.34%、45.44%、28.64%、22.61%、28.51%和74.51%,投菌装置对BOD_5、CODcr、TN、TP、NH_4~+-N和SS的平均去除率分别为76.38%、69.58%、44.39%、30.00%、57.95%和85.17%,要好于不投菌装置。
     MPN计数试验结果表明,投菌装置中硝化菌、亚硝化菌和反硝化菌数量上比没有投菌增加了2~3数量级;难降解和聚磷菌增加了1~2个数量级,各种细菌数量的增加促进了系统污染物的去除。生物膜DGGE的结果显示,生物膜的生物总量及其多样性在投菌后是逐渐增大、丰富的。试验表明复合生物净化技术的净化效果高于单一技术或单一的组合净化技术。
In recent years, because of the rapid development of economy and city expansion, pollution emergencies of medium and small rivers happened frequently, leading to serious deterioration of river ecosystem. Therefore, how to prevent river from getting worse, maintain the safety of water resources, and carry out the strategy of sustainable development become the main targets pursued by human being. The Center Park section of Futian River in the city of Shenzhen was considered as the investigation object, and the latest research results in further purification technologies of polluted water reported home and abroad was summarized, a self-designed device system was performed in this research to simulate rivers in specific conditions based on the situation that rivers are polluted heavily and the economy of our country is still increasing. Aeration styles, membrane materials and specific-effective bacteria was studied and chosen in this system. Meanwhile, in-situ experiments were carried out by emplacing fillings and introducing specific-effective bacteria.
     First of all, the packing was dynamically cultivated with the polluted water, after 30 days the removal efficiency of COD_(Cr) and NH_4~+ -N was stabilized at about 35% and 25% respectively. The appearance of the biofilm on the packing experienced the process of being colorless and transparent to light green, yellowish green, brownish green, then to dark brown sequentially. At the same time, the living things on the packing changed from nothing which could be observed under microscope to several kinds of algae, zoogloea, miniature animals coexisted which symbolized the successful dynamical membrane hanging on media-filling in the device.
     Secondly, compound biological purification technology (aeration + fillings + specific-effective bacteria) was studied after the mature of biofilm. During the experiment, the average removal of BOD_5、CODcr、TN、TP、NH_4~+-N and SS were 53.34%、45.44%、28.64%、22.61%、28.51% and 74.51% respectively in no adding specific bacteria device,and the removal efficiencies were 76.38%、69.58%、44.39%、30.00%、57.95% and 85.17% in adding specific bacteria device, which was more effective than no adding device.
     Meanwhile MPN counting experiments were carried out, the results showed that the nitrifying bacteria, nitrite bacteria and denitrifying bacteria increased by 2-3 orders of magnitude in adding bacteria devices, and refractory and poly-phosphate bacteria enhanced by 1-2 orders of magnitude, which is consistent with the removal rate. That means the added specific bacteria promoted the removal of pollutants in the system. According to the DGGE results of biofilm, the biological diversity and total biomass of biofilm increased gradually after adding the specific-bacteria. It is showed that the compound biological purification technology is more effective than a single technology or a single combination of purification technologies.
引文
[1]上海市环保局编.废水生化处理[M].上海:同济大学出版社,1999:5
    [2]倪晋仁,刘元元.论河流生态修复[J].水利学报,2006,37(9):1029-1037
    [3]钟春欣,张玮.基于河道治理的河流生态修复[J].水利水电科技进展,2004,24(3):12-14
    [4]Magdaleno,A.Puig,L.de Cabo,etc.Water Pollution in an Urban Argentine River[J].Environ-mental Contamination and Toxicology,2001,67:408-415
    [5]N.M.Davis,V.Weaver,K.Parks,etc.An assessment of Water Quality,Physical Habitat,and Biological Integrity of an Urban Stream in Wichita,Kansas,Prior to Restoration Improvements (PhaseI)[J].Environmental Contamination and Toxicology,2003,44:351-359
    [6]P.J.Whalen,L.A.Toth,J.W.Koebel,P.K.Strayer.Kissimmee River restoration:A case study.Water Science and Technology[J],2002,45(11):55-62
    [7]Kondratyev Sergei.A system for ecological and economic assessment of the use,preservation and restoration of urban water bodies:St Petersburg as a case study.IAHS-AISA Publication,2003,281:327-333
    [8]钦佩,安树青,颜京松.生态工程学[M].南京:南京大学出版社,2002,8:77-84
    [9]王学江,夏四清,张全兴等.悬浮填料移动床处理苏州河支流河水试验研究[J].环境污染治理技术与设备,2002,3(1):27-30
    [10]张捷鑫等.污染河道治理技术研究进展[J].生态科学,2005,24(2):178-181
    [11]粱运翔,胡咏梅,王绩.生物直投法净化水新技术[J].中国水利,2003,7A 刊:65-67
    [12]彭祺,郑金秀,涂依等.污染底泥修复研究探讨[J].环境科学与技术,2007,30(2):103-105
    [13]陈玉成.污染环境生物修复工程[M].北京:化学工业出版社,2005
    [14]吉霞.CBS水体修复技术[J].洁净煤技术,2000,6(4):36-38
    [15]EM 情报室,相野谷川水质净化试验[M].Eco Pure,1997,19(8):14-15
    [16]叶正芳,倪晋仁,李彦锋等.污水高效处理和资源化的固定化微生物技术研究[J].应用基础与工程科学学报,2002,(04)53-59
    [17]夏宏生,梁世军.城市污染水体的生物修复技术[J].广东水利电力职业技术学院学报,2006,4(4):59-61
    [18]杨京平,卢剑波.生态恢复工程技术[M].化学工业出版社,2002,6:60-64
    [19]P.S.Giller.River restoration:seeking ecological standards[J].J Appl Ecol.,2005,42:201-207
    [20]耿安朝,张洪林.废水生物处理发展与实践[M].东北大学出版社,1997:63-75
    [21]王超,王沛芳,唐劲松等.河道貌岸然沿岸芦苇带对氨氮削减特性研究[J].水科学进展,2003,14(3):311-317
    [22]L.Volker,E.Elke,L.Martins,et al.Nutrient removal efficiency and resource economics of vertical flow and horizontal flow constructed wetlands[J].Ecological Engineering,2001,18:157-171
    [23]D.A.Hammer.Constructed wetlands for waste water treatment[J].Michigan:Lew is Publishers Inc.,1989,5-20
    [24]J.William,Mitsch,Jean-Claude Lefeuvre,Virginie Bouchard.Ecological engineering applied to river and wetland restoration[J].Ecological engineer,2002,18:529-541
    [25]邓辅唐,孙石,李强.人工湿地技术处理河道污水[J].环境工程,2006,3(24):90-93
    [26]郝达平.自然河流稳定塘污水处理试验[J].徐州建筑职业技术学院学报,2005,5(2):36-38
    [27]李艳霞,王颖,张进伟等.城市河道水体生态修复技术的探讨[J].水利电力科技,2006.32(4):34-37
    [28]谭炳卿,孔令金,尚化庄.河流保护与管理综述[J].水资源保护,2002,3:53-57
    [29]宋庆辉,杨志峰.对我国城市河流综合管理的思考[J].水科学进展,2002,13(3):377-382
    [30]董哲仁,刘倩,曾向辉.受污染水体的生物生态修复技术[[J].水利水电技术,2002,33(2):1-5
    [31]胡雪峰,许世远,陈振楼等.上海市郊中小河流水污染现状及对策[J].农业环境保护,2002,21(3):204-207
    [32]何旭升,鲁一晖,章青.河流人阿强化净水工程技术与净水护岸方案[J].水利水电技术,2005,36(11):26-29
    [33]徐国宾,任晓枫.河道渠化治理研究[J].水利水电科技进展,2002,22(5):17-20
    [34]2005年中国环境统计公报
    [35]宫莹,阮晓红,胡晓东.我国城市地表水环境非点源污染的研究进展[J].中国给水排水,2003,19(3):21-23
    [36]何苗,林岩清,胡洪营.城市污染河流治理的技术思路[A].中国水环境污染控制与生态修复技术高级研讨会,2004,11(2):100-105
    [37]胡洪营,何苗,朱铭捷.污染河流水质净化与生态修复技术体系[A].中国水环境污染控制与生态修复技术高级研讨会,2004,11(2):115-122
    [38]郑天柱,周建仁.污染河道的生态恢复机理研究[J].环境科学动态,2002,3:11-13
    [39]汤利华,许建华.生物预处理微污染原水有机质降解模式与反应器设计[M].中国给水排水,1996,12(3):28-31
    [40]田伟君,翟余波,王超.城市缓流水体的生物强化净化技术[J].环境污染治理技术与设备,2003,4(9):58-62.
    [41]E.Bruce,Rittmann,Perry L.McCarty.Environmental Biotechnology:Principles and Applica-tion [M],北京:清华大学出版社,2002
    [42]顾夏声.废水生物处理数学模式[M].北京:清华大学出版社,1993
    [43]刘雨,赵庆良,郑兴灿.生物膜法污水处理技术[M].北京:中国建筑工业出版社,2000:28-35
    [44]吕炳南,董春娟.污水好氧处理新工艺[M].哈尔滨工业大学出版社,2007
    [45]张自杰.排水工程(下册)[M].北京:中国建筑工业出版社,2000
    [46]周群英,高延耀,编著.环境工程微生物学(第二版)[M].北京:高等教育出版社,2000
    [47]R.Witzig,W.Manz,S.Rosenberger,U.Kruger,et al.Microbial Aspects of a Bioreactor with Submerged Membranes for Aerobic Treatment of Municipal Wastewater[J].Water Res.,2002,36(2):394-402
    [48]汤利华,许建华.微污染原水氨氮的硝化模式[J].给水排水,1995,7:9-11
    [49]饶应福,夏四清,陈轶波等.悬浮填料生物反应器处理低浓度氨氮的动力学特性分析[J].环境工程,2005,23(5):7-10
    [50]G.Ruiz,D.Jeison,O.Rubilar,et al.Nitrification-denitrificationvia nitrite accumulation for nitrogen removal from wastewaters[J].Bioresource Technology,2006,97(2):330-335
    [51]T.C.Jorgensen,L.R.Weatherley.Ammonia removal from wastewater by ion exchange in the presence of organic contaminants[J].Water Research,2003,37:1723-1728
    [52]杨青,流遂庆,甘树应.污水生物除磷模型研究进展[J].中国给水排水,2004,3:22-25
    [53]A.Oehmen,A.M.Saunders,M.T.Vives.Competition between polyphosphate and glycogen accumulating organisms in enhanced biological phosphorus removal systems with acetate and propionate as carbon sources[J].Journal of Biotechnology,2006,123(1):22-32
    [54]邵友元,姚创,汪义勇等.生物废水处理中除磷机理及工艺分析[J].化学与工程,2007,24(10):5-8
    [55]吴光学,管运涛,江展鹏等.强化生物除磷的机理模型研究进展[J].环境污染与防治,2004,26(4):259-263
    [56]国家环保局编制.水和废水监测分析方法(第四版)[M].北京:中国环境科学出版社版,2005
    [57]俞汉青,顾国维.生物膜反应器挂膜方法的试验研究[J].中国给水排水.1992,8(3):13-17
    [58]夏宏生,梁世军.城市污染水体的生物修复技术[J].广东水利电力职业技术学院学报.2006,4(4):59-61
    [59]B.Kocadagistan,E.Kocadagistan,N.Topcu,et al.Wastewater Treatment with Combined Up-flow Anaerobic Fixed-bed and Suspended Aerobic Reactor Equipped With a Membrane Unit[J].Process Biochemistry,2005,40:177-182
    [60]张菊萍,孙华,周增炎.一种新型悬浮填料的性能试验研究[J].安全与环境学报,2002,2(5):42-44
    [61]梅翔,陈洪斌,高廷耀.微污染水源生物接触氧化处理工艺中几种填料处理效果的初步比较[J].给水排水,1999,25:65-68
    [62]徐斌,夏四清,高廷耀.应用悬浮填料预处理微污染原水的影响因素探讨[J].上海环境科学,2002,21(12):738-742
    [63]刘翔,高廷耀.生物接触氧化法处理污水的一种新型填料-悬浮性填料[J].重庆环境科学,1999,21(4):42-44
    [64]张东,许建华,刘辉.微污染原水的生物接触氧化预处理研究[J].中国给水排水,2000,16:12-16
    [65]陈洪斌,梅翔,高廷耀等.受污染源水生物预处理挂膜过程研究[J].水处理技术,2001,27(41):196-199
    [66]梅翔,陈洪斌,张全兴等.水源水生物处理工艺启动中氨氮的去除[J].重庆环境科学,2001,23(1):50-52
    [67]Samways W.J.,Lefeuvre J.C.,Bouchardv.Ecological engineering applied to river and wetland restoration[J].Ecological Engineer,2002,18(5):529-541
    [68]张召基,夏世斌,陈尧等.新型填料生物膜法处理城市污水的试验研究[J].武汉理工大学学报,2007,29(7):73-76
    [69]滕济林,李星伟,殷杰等.废水处理新型填料的挂膜试验研究[J].电力建设,2002,23(2):54-57
    [70]任南琪,马放,等编著.污染控制微生物学试验[M].哈尔滨工业大学出版社,2002
    [71]任南琪,马放.污染控制微生物学原理与应用[M].北京:化学工业出版社,2003
    [72]沈韫芬,章宗涉.微型生物监测新技术[M].北京:中国建筑工业出版社,1990,69-93;152-159
    [73]韩茂森.淡水浮游生物图谱[M].农业出版社,1980
    [74]沈韫芬.废水生物处理微型动物图志.国家环境保护局1986环境监测技术规范生物监测(水环境)部分[M],第四册.北京:建筑工业出版社
    [75]P.P.Gao,Q.F.Chao,X.L.Zhang,et al.Population dynamics and community structure of bacteria in an industrial phenol-degrading process analyzed with Temperature Gradient Gel Electro- phoresis(TGGE)[J].Acta Ecologica Sinica,2003,23(10):1963-1969
    [76]S.M.AI-Shahwani,N.J.Horan.The use of protozoa to indicate changes in the performance of activated sludge plants[J].Wat.Res.,1991,25(6),633-63

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