生物滴滤器去除VOC的性能及其强化研究
详细信息    本馆镜像全文|  推荐本文 |  |   获取CNKI官网全文
摘要
挥发性有机物(volatile organic compounds, VOCs)排放引起的环境污染和对人体健康的危害已引起了人们的普遍关注。VOCs的各种控制技术中,生物过滤法因其技术可靠、成本低廉和环境友好的特点而得到广泛研究和应用。然而,采用生物滴滤器(biotrickling filter, BTF)控制VOCs存在着长期运行时因填料内生物膜的过度蓄积导致性能下降,以及对疏水性VOCs难以进行有效处理的问题。同时,填料对BTF性能也有至关重要的影响。
     本研究在实验室里采用两套完全相同的BTF装置(BTF1和BTF2),分别以甲苯和正己烷为模型VOCs,以网状聚氨酯海绵为填料,以城市污水处理厂的活性污泥为接种污泥,分别考察和评价了不同有机负荷、气体空床停留时间(empty bed contact times, EBCTs)、氮源及表面活性剂对其性能的影响,并对长期运行后填料上的生物膜进行了初步分析。本研究中采用气相色谱法监测VOCs浓度,并在每阶段实验中均设置了参考条件以验证的实验的可重复性和可靠性。
     以甲苯为模型VOC时,BTF1和BTF2分别以整体柱状和小立方块状聚氨酯海绵为填料,在启动阶段两套BTFs对甲苯的去除效率均随停留时间而升高,BTF1在第19天达到99%以上,而BTF2却需要27天。当甲苯负荷为16g/m3h保持不变时,气体EBCT从30s降至5s时,两套BTFs对甲苯的去除效率分别从98.8%降至64.3%和98.4%降至74.1%。当气体EBCT为30s保持不变时,甲苯负荷从35增到加140g/m3·h时,两套BTFs的去除效率分别从99.1%降至77.4%和99.0%降至81.5%。在其他条件相同时,BTF2在更短的EBCT和或者更高的甲苯负荷条件下均表现出比BTF1更好的性能,而且在整个运行过程中压降更低。两BTFs内过量生物膜被清洗和废弃后,其高性能能在3-7内恢复。
     在进口甲苯浓度保持不变时,以NH4CI为唯一氮源,气体EBCT从30s降至15s和7.5s时,BTF1对甲苯的去除效率从98.0%分别降到了57.9%和51.6%。保持甲苯负荷不变,以NaNO3为唯一氮源,气体EBCT从30s降至15、10和7.5s时,BTF1的去除效率从99.0%分别降到了79.8%、70.8%和61.2%。当气体EBCT为30s时,无论以NH4Cl还是以NaNO3为唯一氮源,BTF对甲苯的去除效率都随着进口甲苯负荷的增加而降低。当甲苯负荷低于70g/m3·h,采用NH4Cl为唯一氮源时,BTF具有更好的性能,但是不适合高负荷条件下的氮源。相反,在甲苯负荷高于140g/m3·h时,采取NaNO3为唯一氮源时,BTF2具有更好的性能。长期运行或进行填料清洗后,以NaNO3为唯一氮源的BTF2的性能都能在相当短的时间内恢复到高性能状态,而以NH4Cl为唯一氮源时则不能恢复。
     以正己烷为模型VOC时,当气体EBCT为30s保持不变时,当进口有机负荷为15、30和60g/m3·h时,BTF相应的去除效率和去除容量分别为92.9%、86.7%、63.8%和14.3、26.1、39.3g/m3·h。当正己烷浓度为260mg/m3保持不变时,当气体EBCT为别为30s、15s和7.5s时,相应的去除效率和去除容量分别为87.0%、46.4%、31.7%和28.0、28.8、41.0g/m3·h。而且在冲击负荷下,网状聚氨酯填料中形成的生物膜表现了很的抗冲击能力,维持BTF稳定性能。
     在营养液中引入Triton X-100,考察了BTF对正己烷在高负荷时的强化去除性能。在进口有机负荷为15g/m3·h时,Triton X-100的浓度为1.0和0.2mL/L,BTF的去除效率分别为40.0%和53.1%;当有机负荷为30g/m3·h时,Triton X-100的浓度为0.2和0.1mL/L,相应的去除效率分别为58.8%和81.7%。当负荷为60g/m3.h和Triton X-100浓度为0.1mL/L,BTF的去除效率达到了83.7%,相比于未引入表面活性剂时提高了20%;当营养液中取消Triton X-100,BTF的去除效率下降并稳定在72.8%。特别重要的是在整个周期(126天)运行中,引入的TritonX-100能很好的控制填料中生物膜的过度蓄积,是一种新的生物膜过度蓄积控制策略。
     本论文针对BTF内填料优化、生物膜过度蓄积及控制策略、疏水性有机物处理性能及其强化等重要问题进行了研究,有助于拓宽BTF处理VOCs的适应范围和提供一种新的填料内生物膜过度蓄积的控制策略,有利于深入理解气相生物过滤过程机理,进一步为BTF和聚氨酯海绵填料的实际应用提供理论依据。
Emissions of volatile organic compounds (VOCs) resulted in environment pollution and human health threat, which have paid close attention. Among various technologies for controlling VOCs, biofiltration is bocoming an established technology because of its reliability, cost-effectiveness and environmental friendliness. However, biotrickling filters (BTFs) for VOCs treatment exist some disadvantages, such as performance decrease caused by excess biomass in media over a long period operation and BTF treat difficultly for hydrophobic VOCs. In addition, media affect BTF performance to a large extent.
     Two identical bench-scale biotrickling filters (BTFs) were employed and designated as BTF1and BTF2in this research. Toluene and hexane were chosen as model VOCs. Polyurethane sponge was used as packing media in BTF, and the activated sludge from a secondary sedimentation tank was used for seeding the BTFs. Furthermore, BTF performance was investigated and evaluated at different operating conditions such as which different organic loading rates, gas empty bed contact times (EBCTs), nitrogen resource and surfactant over a long period of continuous operation. Biofilm within the sponge media of BTF was also primarily analysis after running over a long period. In this research, gas choromatograph was used for determining the concentration of VOCs. In particular, in order to check the reproducibility and reliability of BTFs in each operation stage, a set of reference condition was used in this research.
     When toluene was used as model VOC, BTF1and BTF2were packed with structured and cubic synthetic polyurethane sponges, respectively. BTF1and BTF2could start up successfully and exceeded99%in removal efficiency using19and27d, respectively. At a constant toluene loading rate of16g/(m3·h), toluene removal efficiencies decreased from98.8%to64.3%for BTF1and from98.4%to74.1%for BTF2as gas EBCT decreased from30to5s. When the toluene load increased from35to140g/(m3·h) at a gas EBCT of30s, the removal efficiencies decreased from99.1%to77.4%for BTF1and from99.0%to81.5%for BTF2. Moreover, BTF2displayed higher removal efficiency even under shorter EBCT or higher loading rate than BTF1when other operation conditions were similar, while showed lower pressure drop than BTF1during the whole period of operation. The high performance could recovery in3~7d after excessive biomass was removed from the BTFs by washing.
     When NH4Cl was used as sole nitrogen resource at a constant toluene concentration, toluene removal efficiencies decreased from98.0%to57.9%and51.6%for BTF1when gas EBCT decreased from30s to15s and5s, respectively. However, NaNO3was used as sole nitrogen resource when BTF runned at a constant toluene loading rate. When gas EBCT was setted at30,15,10and7.5s, the corresponding removal efficiency reached99.0%,79.8%,70.8%and61.2%. Either NH4Cl or NaNO3was used as sole nitrogen resource at a gas EBCT of30s, the removal efficiencie for toluene decreased with increase in inlet loading rate. BTF presented a better performance when toluene load was less than70g/(m3·h) and NH4Cl used as the sole nitrogen source. In contrast, BTF2used NaNO3as the sole nitrogen source reached higher removal efficiency when toluene load was more than140g/(m3·h). Afer long period running or media washing, BTF could resume to previous high performance in a relatively short period when NaNO3was, but the BTF used NH4Cl as the sole nitrogen source could not.
     When hexane was used as model VOC, when the hexane load increased from15to30,60g/(m3·h) at a gas EBCT of30s, the corresponding removal efficiencies and elimination capacities were92.9%,86.7%,63.8%and14.3、26.1、39.3g/(m3·h), respectively. At a constant hexane concentration of260mg/m3, removal efficiencies and elimination capacities were87.0%,46.4%,31.7%and28.028.8、41.0g/(m·h) when gas EBCT decreased from30to15s and7.5s, respectively. Moreover, biofilm formed in reticulated polyurethane sponges could resist shorck loading, and BTF could also maintain stable performance after long period operation.
     The effect of surfactant on BTF performance for hexane removal was also investigated in this research. When the concentration of was1.0and0.2mL/L at influent organic loading rate of15g/(m3·h), the removal efficiencies reached40.0%and53.1%, respectively. When the hexane load increased to30g/(m3·h) at Triton X-100concentration of0.2and0.1mL/L, the corresponding removal efficiencies were58.8%and81.7%. At a constant Triton X-100concentration of0.1mL/L, the removal efficiency increased to83.7%under the hexane load of60g/(m3·h), and it was higer than the value in chapter5at the same condition. Subsequently, the removal efficiency decreased and stabilized at72.8%after the surfactant removed from nutrition solution. Particularly, during the whole duration of126days, Triton X-100introduced could control efficiently excess biofilm growth, which will be a novel control strategy for biofilm control.
     This dissertation researched on the optimization of packing materials, excessive accumulation and control strategy for biofilm, the removal performance of hydrophobic VOCs over a long period. These reseach results would contribute to expand the adaptation range of VOCs removl by BTF, and provide a novel control strategy for excessive accumulation of biofilm with media. At the same time, it is helpful for understanding the mechanisms of gas biofiltration process.This study provides theriotical basis on the practical application of BTF and polyurethane sponges.
引文
[1]郝吉明,马广大.大气污染控制工程.第二版.北京:高等教育出版社,2002:378-430
    [2]Doble M. Biological treatment of VOCs. Chemical Engineering,2006,113(6): 35-41
    [3]George T, Franklin L B, David S. Wastewater engineering treatment and reuse. 4th ed. New York:McGraw-Hill Higher Education,2003:7-9,70-76
    [4]Mukhopadhyay N, Moretti E C,1993. Current and potential future industrial practices for reducing and controlling volatile organic compounds. AIChE center for waste reduction technologies, New York, NY(1993)
    [5]USEPA. The plain English guide to the Clean Air Act. EPA-400-K-93-001. 1993
    [6]中国国家环保总局,国家技术监督局.中华人民共和国国家标准环境空气质量标准.GB/T 3095-1996
    [7]中国国家环保总局.中华人民共和国国家标准大气污染物综合排放标准.GB16297-1996
    [9]Roizard D, Lapicque F, Favre E, et al. Potentials of pervaporation to assist VOCs' recovery by liquid absorption. Chemical Engineering Science,2009,64(9): 1927-1935
    [10]Spadavecchia J, Ciccarella G, Rella R. Optical characterization and analysis of the gas/surface adsorption phenomena on phthalocyanines thin films for gas sensing application. Sensors and Actuators, B:Chemical,2005,106(1):212-220
    [11]Parthasarathy G, El-Halwagi M M. Optimum mass integration strategies for condensation and allocation of multicomponent VOCs. Chemical Engineering Science,2000,55(5):881-895
    [12]Liu L, Jiang N, Burns C M, et al. Substrate resistance in composite membranes for organic vapor/gas separations. Journal of Membrane Science,2009,338(1-2): 153-160
    [13]Liu Y J, Feng X, Lawless D. Separation of gasoline vapor from nitrogen by hollow fiber composite membranes for VOC emission control. Journal of Membrane Science,2006,271(1-2):114-124
    [14]Wang C, Lin S, Chen C, et al. Performance of the supported copper oxide catalysts for the catalytic incineration of aromatic hydrocarbons. Chemosphere, 2006,64(3):503-509
    [15]Bunce N J, Nakai J S, Yawching M. A model for estimating the rate of chemical transformation of a VOC in the troposphere by two pathways:Photolysis by sunlight and hydroxyl radical attack. Chemosphere,1991,22(3-4):305-315
    [16]Sleiman M, Conchon P, Ferronato C, et al. Photocatalytic oxidation of toluene at indoor air levels (ppbv):Towards a better assessment of conversion, reaction intermediates and mineralization. Applied Catalysis B:Environmental,2009, 86(3-4):159-165
    [17]Wang X F, Koyama Y, Wada Y, et al. A dye-sensitized solar cell using pheophytin-carotenoid adduct:Enhancement of photocurrent by electron and singlet-energy transfer and by suppression of singlet-triplet annihilation due to the presence of the carotenoid moiety. Chemical Physics Letters,2007,439(1-3): 115-120
    [18]Van Gronestijn J W, Hassenlink P G M. Biotechniques for air pollution control. Biodegradation 1993,4(4):283-301
    [19]Ottengraf S P P. Biological systems for waste gas elimination. Trends in Biotechnology,1987,5(5):132-136.
    [20]Gavrilescu M, Chisti Y. Biotechnology-a sustainable alternative for chemical industry. Biotechnology Advances,2005,23(7-8):471-499.
    [21]Edwards F G, Nirmalakhandan N. Biological treatment of airstreams contaminated with VOCs:an overview. Water Science and Technology,1996, 34(3-4):565-571
    [22]Mpanias C J, Baltzis B C. Experimental and modeling study on the removal of mono-chlorobenzene vapor in biotrickling filters. Biotechnology and Bioengineering,1998,59(3):328-343
    [23]Pomeroy R D. Deodorizing of gas streams by the use of microbial growths. US patent.2793096,1957
    [24]Devinny J S, Deshusses M A, Webster T S. Biofiltration for air pollution control. Boca Raton, Florida:Lewis Publishers,1999:1-22,111-140
    [25]Moe W M, Qi B. Performance of a fungal biofilter treating gas-phase solvent mixtures during intermittent loading. Water Research,2004,38(9):2259-2268
    [26]Li C, Moe W M. Assesment of microbial populations in methyl ethyl ketone degrading biofilters by denaturing gradient gel electrophoresis. Applied Microbiology and Biotechnology,2004,64(4):568-575
    [27]Qi B, Moe W M. Performance of low pH biofilters treating a paint solvent mixture:Continuous and intermittent loading. Journal of Hazardous Materials, 2006,135(1-3):303-310
    [28]Kim D, Sorial G A. Role of biological activity and biomass distribution in air biofilter performance. Chemosphere,2007,66(9):1758-1764
    [29]Deshusses M A. Biological waste air treatment in biofilters. Current Opinion in Biotechnology,1997,8(3):335-339
    [30]Moe W M, Li C. A design methodology for activated carbon load equalization systems applied to biofilters treating intermittent toluene loading. Chemical Engineering Journal,2005,113(2-3):175-185
    [31]Moe W M, Irvine R L. Polyurethane foam medium for biofiltration. I: Characterization. Journal of Environmental Engineering,2000,126(9):815-825
    [32]Cox H H J, Deshusses M A. Effect of starvation on the performance and the re-acclimation of biotrickling filters for air pollution control. Environmental Science and Technology,2002,36(14):3069-3073
    [33]Moe W M, Irvine R L. Polyurethane foam medium for biofiltration. II:operation and performance. Journal of Environmental Engineering,2000,126(9):826-832
    [34]Qi B, Moe W M, Kinney K A. Biodegradation of volatile organic compounds by five fungal species. Applied Microbiology and Biotechnology,2002,58(5): 684-689
    [35]Chen J M, Ma J F. Abiotic and biological mechanisms of nitric oxide removal from waste air in biotrickling filters. Journal of the Air and Waste Management Association.,2006,56(1):32-36
    [36]Cai Z L, Kim D, Sorial G A. Removal of methyl isobutyl ketone from contaminated air by trickle-bed air biofilter. Journal of Environmental Engineering,2005,131(9):1322-1329
    [37]Guieysse B, Hort C, Platel V, et al. Biological treatment of indoor air for VOC removal:potential and challenges. Biotechnology Advances,2008,26(5): 398-410
    [38]Delhomenie M C, Heitz M. Biofiltration of air:a review. Critical Reviews in Biotechnology,2005,25(1-2):53-72
    [39]Brauer H. Biological purification of waste gases. International Chemical Engineering,1986,26(3),387-395
    [40]Cohen Y. Biofiltration-the treatment of fluids by microorganisms immobilised into the filter bedding material:a review. Bioresource Technology,2001,77(3): 257-274.
    [41]Rittmann B E, Stilwell D, Ohashi A. The transient-state, multiple-species biofilm model for biofiltration processes. Water Research,2002,36(9):2342-2356.
    [42]Devinny J S, Ramesh J. A phenomenological review of biofilter models. Chemical Engineering Journal,2005,113(2-3):187-196
    [43]Simoes M, Simoes L C, Vieira M J. A review of current and emergent biofilm control strategies. LWT-Food Science and Technology,2010,43(4):573-583
    [44]Lu C, Lin M-R, Lin J C. Removal of styrene vapor from waste gases by a trickle-bed air biofilter. Journal of Hazardous Materials,2001,82(3):233-245
    [45]Lu C, Lin M-R, Lin J C. Treatment of methylacetate waste gas using a trickle-bed air biofilter. Waste Management,2001,21(6):489-498
    [46]Lu C, Lin M-R, Lin J C. Treatment of N, N-dimethylacetamide waste gas by a trickle-bed air biofilter. Chemosphere,2001,44(2):173-180
    [47]Lu C, Lin M-R, Lin J C, Chang K. Removal of ethylacetate vapor from waste gases by a trickle-bed air biofilter. Journal of Biotechnology,2001,87(2): 123-130
    [48]Lu C, Lin M-R, Lin J C. Removal of acrylonitrile vapor from waste gases by a trickle-bed air biofilter. Bioresource Technology,2000,75(1):35-41
    [49]Chou M S, Lu S L. Treatment of 1,3-butadiene in an air stream by a biotrickling filter and a biofilter. Journal of the Air and Waste Management Association,1998, 48:711-720
    [50]Chou M S, Lin J H. Biotrickling filtration of nitric oxide. Journal of the Air and Waste Management Association,2000,50(4):502-508
    [51]Wang J D, Wu C Q, Chen J M, et al. Denitrification removal of nitric oxide in a rotating drum biofilter. Chemical Engineering Journal,2006,121(1):45-49
    [52]Chen J, Jiang Y F, Sha H L, et al. Effect of key parameters on nitric oxide removal by an anaerobic rotating drum biofilter. Environmental Technology, 2008,29(11):1241-1247
    [53]Chen J, Jiang Y F, Chen J M, et al. Dynamic model for nitric oxide removal by a rotating drum biofilter. Journal of Hazardous Materials,2009,168(2-3): 1047-1052
    [54]Seignez C, Atti A, Adler N, et al. Effect of biotrickling filter operating parameters on chlorobenzenes degradation. Journal of Environmental Engineering,2002,128(4):360-366
    [55]Piexoto J, Mota M. Biodegradation of toluene in a trickling filter. Bioprocess Engimeering,1998,19:393-397
    [56]Yang C P, Suidan M T, Zhu X Q, et al. Comparison of single-layer and multi-layer rotating drum biofilters for VOC removal. Environmental Progress, 2003,22(2):87-94
    [57]Yang C P, Suidan M T, Zhu X Q, et al. Biomass accumulation patterns for removing volatile organic compounds in rotating drum biofilters. Water Science and Technology,2003,48(8):89-96
    [58]Yang C P, Suidan M T, Zhu X Q, et al. Removal of VOC in a hybrid rotating drum biofilter. Journal of Environmental Engineering,2004,130(3):282-291
    [59]Yang C P, Chen H, Zeng G M, et al. Modeling toluene biodegradation in rotating drum biofilter. Water Science and Technology,2006,54(9):137-144
    [60]Chen H, Yang C P, Zeng G M, et al. Numerical methods for volatile organic compound removal in rotating drum biofilter. Chinese Science Bulletin,2007, 52(16):2184-2189
    [61]Yang C P, Chen H, Zeng G M, et al. Performances of rotating drum biofilter for VOC removal at high organic loading rates. Journal of Environmental Science, 2008,20(3):285-290
    [62]Yang C P, Suidan M T, Zhu X Q, et al. Effect of gas empty bed contact time on performances of various types of rotating drum biofilters for removal of VOCs. Water Research,2008,42(14):3641-3650
    [63]Yang C P, Chen H, Zeng G M, et al. Modeling variations of medium porosity in rotating drum biofilter. Chemosphere,2009,74(2):245-249
    [64]Yang C P, Qu W, Zeng G M, et al. Simulating accumulation of biofilms in biotrickling filter. International Journal of Environment and Pollution,2009, 38(3):245-255
    [65]Liu Q, Babajide A E, Zhu P, et al Removal of xylene from waste gases using biotrickling filters. Chemical Engineering and Technology,2006,29(3):320-325
    [66]Bailon L, Nikolausz M, Kastner M, et al. Removal of dichloromethane from waste gases in one-and two-liquid-phase stirred tank bioreactors and biotrickling filters. Water Research,2009,43(1):11-20
    [67]Fortin N Y, Deshusses M A. Treatment of methyl tert-butyl ether vapors in biotrickling filters.1. Reactor startup, steady-state performance, and culture characteristics. Environmental Science and Technology,1999,33(17): 2980-2986
    [68]Sorial G A, Smith F L, Suidan M T, et al. Evaluation of trickle bed air biofilter performance for BTEX removal. Journal of Environmental Engineering,1997, 123(6):530-537
    [69]Lu C, Chu W, Lin M-R. Removal of BTEX vapor from waste gases by a trickle-bed air biofilter. Journal of the Air and Waste Management Association, 2000,50(3):411-417
    [70]Lim J S, Hwang, J W, Choi C Y, et al. A pilot-scale rotating drum biotrickling filter for removing gaseous styrene. Key Engineering Materials,2005, 277-279(1):517-522
    [71]Prado O J, Veiga M C, Kennes C. Treatment of gas-phase methanol in conventional biofilters packed with lava rock. Water Research,2005,39(11): 2385-2393
    [72]Nielsen D R, Daugulis A J, McLellan P J. Dynamic simulation of benzene vapor treatment by a two-phase partitioning bioscrubber. Part I:model development, parameter estimation, and parametric sensitivity. Chemical Engineering Journal, 2007,36(3):239-249
    [73]Nielsen D R, Daugulis A J, McLellan P J. Dynamic simulation of benzene vapor treatment by a two-phase partitioning bioscrubber:Part Ⅱ:Model calibration, validation, and predictions. Biochemical Engineering Journal,2007,36(3): 250-261
    [74]Ottengraf S P P. Exhaust gas purification. In Biotechnology, Rehm H J and Reed G, eds.,1986, VCH Verlagsgeselleschaft:Weinheim, Germany.
    [75]Baltzis B C, Mpanias C J, Bhattacharya S. Modeling the removal of VOC mixtures biotrickling filters. Biotechnology and Bioengineering,2001,72(4): 389-401
    [76]Lu C, Lin M-R, Wey I. Removal of pentane and styrene mixtures from waste gases by a trickle-bed air biofilter. Journal of Chemical Technology and Biotechnology,2001,76(8):820-826
    [77]Okkerse W J H, Ottengraf R M M, Osinga-Kuipers B, et al. Long term performance of biotrickling filters removing a mixture of volatile compounds from an artificial waste gas:dichloromethane and methylmethacrylate. Bioprocess Engineering,1999,20(1):49-57
    [78]Mohseni M, Allen D G. Biofiltration of mixtures of hydrophilic and hydrophobic volatile organic compounds. Chemical Engineering Science,2000,55: 1545-1558
    [79]杨虹,徐晓军,史本章.生物滴滤器处理味精厂挥发性恶臭废气的试验研究.环境污染治理技术与设备,2005,6(6):72-75
    [80]孙玉梅,全燮,杨凤林,等.气态有机物组成对生物过滤及菌体密度的影响.应用与环境生物学报,2005,11(1):82-85
    [81]Malhautier L, Khammar N, Bayle S, et al. Biofiltration of volatile organic compounds. Applied Microbiology and Biotechnology,2005,68(1):16-22.
    [82]饶佳家,陈柄灿,孙兴福,等.生物法处理挥发性有机废气的研究.环境污染治理技术与设备,2004,5(9):56-60
    [83]Wan N, Joon-Seok P, Jean S V. Biofiltration of gasoline vapor by compost media. Environment Pollution,2003,121(2):181-187
    [84]张华,赵由才.矿化垃圾反应床反硝化处理NO废气的初步研究.环境工程,2005,23(2):4,39-42
    [85]Wu D, Quan X, Zhang Y B, et al. Long-term operation of a compost-based biofilter for biological removal of n-butyl acetate, p-xylene and ammonia gas from an air stream. Biochemical Engineering Journal,2006,32(2):84-92
    [86]Swanson W J, Loehr R C. Biofiltration:fundamentals, design and operations principles, and applications. Journal of Environmental Engineering,1997,123(6): 538-546
    [87]Wani A H, Branion R M R, Lau A K. Degradation kinetics of biofilter media treating reduced sulfur odors and VOCs. Journal of the Air and Waste Management Association,1998,48:1183-1190
    [88]Delhomenie M, Bibeau L, Heitz M. A study of the impact of particle size and adsorption phenomena in a compost-based biological filter. Chemical Engineering Science,2002,57(24):4999-5010
    [89]Morgenroth E, Schroeder E D, Chang D P Y, et al. Nutrient limitation in a compost biofilter degrading hexane. Journal of the Air and Waste Management Association,1996,46(4):300-308
    [90]Webster T S, Devinny J S, Torres E M, et al. Biofiltration of odors, toxics and volatile organic compounds from publicly owned treatment works. Environment Progress,1996,15(3):141
    [91]Chitwood D E, Devinny J S. Treatment of mixed hydrogen sulfide and organic vapors in a rock medium bilfilter. Water Environment Research,2001,73(4): 426-435
    [92]Kim N J, Hirai M, Shoda M. Comparison of organic and inorganic carriers in removal of hydrogen sulfide in biofilters. Environment Technology,1998,19: 1223-1241
    [93]Tiwaree R S, Cho K S, Hirai M, et al. Biological deodorization of dimethyl sulfide using different fabrics as the carriers of microorganisms. Applied Biochemistry and Biotechnology,1992,32:135-148
    [94]Zhou Q, Huang Y L, Tseng D H, et al. A trickling fibrous-bed bioreactor for biofiltration of benzene in air. Journal of chmemical Technoloyt and Biotechnology,1998,73:359-368
    [95]曹利,庄剑恒,黄学敏,等.活性炭吸附-微波解吸处理含甲苯废气的研究.西安建筑科技大学学报,2008,40(4):499-503
    [96]陈建孟,王家德,庄利等.生物滴滤池净化二氯甲烷废气的实验研究.环境科学,2002,23(4):8-12
    [97]刘波,姜安玺,程养学等.两级滴滤去除硫化氢和甲硫醇混合恶臭气体.中国环境科学,2003,23(6):618-621
    [98]Chen J M, Chen J, Lance H, et al. Autotrophic biofilters for oxidation of nitric oxide. Chinese Journal of Chemical Engineering,2004,12(1):113-117
    [99]Gabriel D, Deshusses M A. Performance of a full-scale biotrickling filter treating H2S at a gas contact time of 1.6 to 2.2 seconds. Environment Progress,2003, 22(2):111-118
    [100]Qi B, Moe W M, Kinney K A. Treatment of paint spray booth off-gases in a fungal biofilter. Journal of Environmental Engineering,2005,131(2),180-189
    [101]Shim E H, Kim J, Cho K S, et al. Biofiltration and inhibitory interactions of gaseous benzene, toluene, xylene, and methyl tert-butyl ether. Environmental Science and Technology,2006,40(9),3089-3094
    [102]Yang C P, Chen H, Zeng G M, et al. Biomass accumulation and control strategies in gas biofiltration. Biotechnology Advance,2010,28(4):531-540
    [103]Lee T H, Kim J, Kim M J, et al. Degradation characteristics of methyl ethyl ketone by Pseudomonas sp. KT-3 in liquid culture and biofilter. Chemosphere, 2006,63:315-322
    [104]Diks R M M, Ottengraf S P P. Verification studies of a simplified model for removal of dichloromethane from waste gases using a biological trickling filter (Part I). Bioprocess Engineering,1991,6:93-99
    [105]Diks R M M, Ottengraf S P P. Verification studies of a simplified model for removal of dichloromethane from waste gases using a biological trickling filter (Part Ⅱ). Bioprocess Engineering,1991,6:131-140
    [106]Smith P J, Biswas P, Suidan M T, et al. Treatment of volatile organic compounds in waste gases using a trickling biofilter system:A modeling approach.86th Annual A&WMA Meeting,1993, Paper no.93-TP-52A.05, Denver, CO
    [107]Hartmans S, Tramper T. Dichloromethane removal from waste gases with a trickle-bed bioreactor. Bioprocess Engineering,1991,6:83-92
    [108]Alonso C, Suidan M T, Sorial G A, et al. Gas treatment in trickle-bed biofilters:Biomass, how much is enough?. Biotechnology and Bioengineering, 1997,54(6):583-594
    [109]Bhat T R, Divya V, Ravic V, et al. An improved differential evolution method for efficient parameter estimation in biofilter modeling. Biochemical Engineering Journal,2006,28(2):167-176
    [110]Liao Q, Tian X, Chen R, et al. Mathematical model for gas-liquid two-phase flow and biodegradation of a low concentration volatile organic compound (VOC) in a trickling biofilter. International Journal of Heat and Mass Transfer,2008, 51(7-8):1780-1792
    [111]Okkerse W J H, Ottengraf S P P, Osinga-Kuipers B, et al. Biomass accumulation and clogging in biotrickling filters for waste gas treatment. Evaluation of a dynamic model using dichloromethane as a model pollutant. Biotechnology and Bioengineering,1999,63(4):418-430
    [112]Alonso C, Zhu X Q, Suidan M T, et al. Parameter estimation in biofilter system. Environmental Science and Technology,2000,34(11):2318-2323.
    [113]Song J, Kinney K A. A model to predict long-term performance of vapor-phase bioreactors:A cellular automaton approach. Environmental Science and Technology,2002,36(11):2498-2507
    [114]Iliuta I, Iliuta M C, Larachi F. Hydrodynamics modeling of bioclogging in waste gas treating trickle-bed bioreactors. Industrial and Engineering Chemistry Research,2005,44(4):5044-5052
    [115]Weber F J, Hartmans S. Prevention of clogging in a biological trickle-bed reactor removing toluene from contaminated air. Biotechnology and Bioengineering,1996,50(1):91-97
    [116]Smith F L, Sorial G A, Suidan M T, et al. Development of two biomass control strategies for extended, stable operation of highly efficient biofilters with high toluene loadings. Environmental Science and Technology,1996,30(5): 1744-1751
    [117]Smith F L, Sorial G A, Suidan M T, Evaluation of trickle-bed air biofilter performance as a function of inlet VOC concentration and loading and biomass control. Journal of the Air and Waste Management Association,1998,48: 627-636
    [118]Wubker S M, Laurenzis A, Werner U, et al. Controlled biomass formation and kinetics of toluene degradation in a bioscrubber and in a reactor with a periodically moved trickle-bed. Biotechnology and Bioengineering,1997,55(4): 686-692
    [119]Cox H H J, Nguyen T T, Deshusses M A. Predation of bacteria by the protozoa tetrahymena pyriformis in toluene-degrading cultures. Biotechnology Letters 1999,21(3):235-239
    [120]Cox H H J, Deshusses M A. Chemical removal of biomass from waste air biotrickling filters:Screening chemicals of potential interest. Water Research, 1999,33(10):2383-2391
    [121]席劲瑛,胡洪营,张娴,等.化学洗脱法去除生物过滤塔中菌体的研究.环境科学,2007,28(2):82-86
    [122]Kim D, Cai Z L, Sorial G A. Behavior of trickle-bed air biofilter for toluene removal:effect of non-use periods. Environmental Progress,2005,24(2): 155-161
    [123]Martin F J, Loehr R C. Effect of periods of non-use on biofilter performance. Journal of the Air and Waste Management Association,1996,46(6):539-546
    [124]Lobos J, Wisniewski C, Heran M, et al. Effects of starvation conditions on biomass behavior for minimization of sludge production in membrane bioreactors. Water Science and Technology,2005,51(6-7):35-44
    [125]Alonso C, Suidan M T, Kim B R, et al. Dynamic mathematical model for the biodegradation of VOCs in a biofilter:Biomass accumulation study. Environmental Science and Technology,1998,32(20):3118-3123
    [126]Okkerse W J H, Ottengraf S P P, Osinga-Kuipers B. Biofilm thickness variability investigated with a laser triangulation sensor. Biotechnology and Bioengineering,2000,70(6):619-629
    [127]Yang C P. Rotating drum biofiltration. Ph.D. Dissertation. Cincinnati, USA: University of Cincinnati.2004,14-159
    [128]Kennes C, Veiga M C. Inert filter media for the biofiltration of waste gases-characteristics and biomass control. Reviews of Environmental Science and Biotechnology,2002,1(3):201-214
    [129]Carvalho M F, Duque A F, Moura S C, et al. Biological treatment of a contaminated gaseous emission from a leather industry in a suspended-growth bioreactor. Chemosphere,2009,74(2):232-238
    [130]Sakuma T, Jinsiriwanit S, Hattori T, et al. Removal of ammonia from contaminated air in a biotrickling filter-Denitrifying bioreactor combination system. Water Research,2008,42(17):4507-4513
    [131]Deshusses M A, Johnson C T. Development and validation of a simple protocol to rapidly determine the performance of biofilters for VOC treatment. Environmental Science and Technology,2000,34(3):461-467
    [132]Deshusses M A, Hamer G, Dunn I J. Behavior of biofilters for waste air biotreatment.1. dynamic model development. Environmental Science and Technology,1995,29(4):1048-1058
    [133]Gribbins M J, Loehr R C. Effect of media nitrogen concentration on biofilter performance. Journal of the Air and Waste Management Association,1998,48(3): 216-226
    [134]陈建孟.生物技术在有机废气处理中的研究进展.环境科学进展,1998,6(3):30-36
    [135]羌宁.气态污染物的生物净化技术及应用.环境科学,1996,17(3):87-90
    [136]Liu Y H, Quan X, Zhao Y Z, et al. Removal of ternary VOCs in air streams at high loads using a compost-based biofilter. Biochemical Engineering Journal, 2005,23(1):85-95
    [137]Chou M S, Cheng W H. Screening of biofiltering material for VOC treatment. Journal of the Air and Waste Management Association,1997,47(6):674-681
    [138]Leson G, Winer A M. Biofiltration-An innovative air pollution control technology for VOC emissions. Journal of the Air and Waste Management Association,1991,48(3):1045-1054
    [139]Morgenroth E, Wilderer P A. Influence of detachment mechanisms on competition in biofilms. Water Research,2000,34(2):417-426
    [140]陈宏.管式生物过滤的性能与机理研究.博士学位论文,中国:湖南大学.2010,11-130
    [141]Collins L D, Daugulis A J. Use of a two phase partitioning bioreactor for the biodegradation of phenol. Biotechnology Techniques,1996,10:643-648
    [142]Collins L D, Daugulis A J. Characterization and optimization of a two-phase partitioning bioreactor for the biodegradation of phenol. Applied Microbiology and Biotechnology,1997,48:18-22
    [143]Collins L D, Daugulis A J. BTX degradation. Part Ⅰ:solvent selection and toluene degradation in a two phase partitioning bioreactor. Applied Microbiology and Biotechnology,1999,52:354-359
    [144]Yeom S H, Daugulis A J. Development of a noval bioreactor system for treatment of gaseous benzene. Biotechnology and Bioengineering,2001,72: 156-165
    [145]Center for Waste Reduction Technologies of the American Institute of Chemical Engineers (CWRT-AIChE). Biofiltration:project report; scale-up and design guide. New York:American Institute of Chemical Engineerings,1999
    [146]Chen L D, Hoff S J. Mitigating odors from agricultural facilities:A review of literature concerning biofilters. Applied Engineering in Agriculture,2009,25(5): 751-766
    [147]Zuber L, Dunn I J, Deshusses M A. Comparative scale-up and cost estimation of a biological trickling filter and a three phase airlift bioreactor for the removal of methylene chloride from polluted air. Journal of the Air and Waste Management Association,1997,47:969-975
    [148]Medina V F, Webster T, Ramaratnam M, et al. Treatment of gasoline residuals by granular activated carbon based biological filtration. Journal of Environmental Science and Health,1995, A30(2):407-422
    [149]Hodge D S, Devinny J S. Determination of transfer rate constants and partition coefficients for air phase biofilters. Journal of Environmental Engineering,1995,123(6):577-585
    [150]Cox H H J, Nguyen T T, Deshusses M A. Predation of bacteria by the protozoa tetrahymena pyriformis in toluene-degrading cultures. Biotechnology Letters, 1999,21(3):235-239
    [151]Oh D I, Song J, Hwang S J, et al. Effects of adsorptive properties of biofilter packing materials on toluene removal. Journal of Hazardous Materials,2009, 170(1):144-150
    [152]Sorial G A, Smith F L, Suidan M T, et al. Performance of peat biofilter: impact of the empty bed residence time, temperature and toluene loading. Journal of Hazardous Materials,1997,53(1),19-33
    [153]Cox H H J, Nguyen T T, Deshusses M A. Toluene degradation in the recycle liquid of biotrickling filters for air pollution control. Applied Microbiology and Biotechnology,2000,54,133-137
    [154]Li C, Moe W M. Activated carbon load equalization of discontinuously generated acetone and toluene mixtures treated by biofiltration. Environmental Science and Technolopgy,2005,39(7):2349-2356
    [155]Cai Z L, Sorial G A. Treatment of dynamic VOC mixture in a trickling-bed air biofilter integrated with cyclic adsorption/desorption beds. Chemical Engineering Journal,2009,151(1-3):105-112
    [156]Koran K M, Suidan M T, Khodadoust A P, et al. Effectiveness of an anaerobic granular activated carbon fluidized-bed bioreactor to treat soil wash fluids:a proposed strategy for remediating PCP/PAH contaminated soils. Water Research, 2001,35(10),2363-2370
    [157]Misiaczek O, Paca J, Halecky M, et al. Start-up and performance characteristics of a trickle bed reactor degrading toluene. Brazilian Archives of Biology and Technology,2007,50(5),871-877
    [158]Sakuma T, Hattori T, Deshusses M A, Comparison of different packing materials for the biofiltration of air toxics. Journal of the Air and Waste Management Association,2006,56(11),1567-1575
    [159]Shareefdeen Z, Baltzis B C, Oh Y-S, et al. Biofiltration of methanol vapor. Biotechnology and Bioengineering,1993,41(5),512-514
    [160]Leslous A, Delebarre A, Pre P, et al. Characterization and selection of materials for air biofiltration in fluidized beds. International Journal of Chemical Reactor Engineering,2004,2,1145-1162
    [161]Ergas S J, Schroeder E D, Chang D P Y, et al. Control of volatile organic compound emission using a compost biofilter. Water Environment Research, 1995,67(5),816-821
    [162]Zhu X Q, Suidan M T, Pruden A, et al. Effect of substrate Henry's constant on biofilter performance. Journal of the Air and Waste Management Association, 2004,54(4):409-418
    [163]Morales M, Hernandez S, Cornabe T, et al. Effect of drying on biofilter performance:modeling and experimental approach. Environmental Science and Technology,2003,37(5):985-992
    [164]Estevez E, Veiga M C, Kennes C. Biofiltration of waste gases with the fungi Exophiala oligosperma and Paecilomyces variotii. Applied Microbiology and Biotechnology,2005,67(4),563-568
    [165]Arcangeli J P, Arvin E. Kinetics of toluene degradation in a biofilm system under denitrifying conditions. Water Science and Technology.1994,29,393-400
    [166]Kim D, Sorial G A. Nitrogen utilization and biomass yield in trickle bed air biofilters. Journal of Hazardous Materials,2010,182,358-362
    [167]Lu C Y, Chu W C, Lin M R. Removal of BTEX vapor from waste gases by a trickle bed biofilter. Journal of the Air and Waste Management Association.2000, 50:411-417
    [168]Doan H D, Wu J, Eyvazi M J. Effect of liquid distribution on the organic removal in a trickle bed filter. Chemical Engineering Journal,2008,139: 495-502
    [169]Mathur A K, Sundaramurthy J, Balomajumder C. Kinetics of the removal of mono-chlorobenzene vapour from waste gases using a trickle bed air biofilter. Journal of Hazardous Materials,2006,137:1560-1568
    [170]Yang H, Minuth B, Allen D G. Effects of nitrogen and oxygen on biofilter performance. Journal of the Air & Waste Management Association,2002,52(3): 279-286
    [171]Song J, Ramirez J, Kinney K A. Nitrogen utilization in a vapor-phase biofilter. Water Research,2003,37:4497-4505
    [172]Kim D, Sorial G A. Role of biological activity and biomass distribution in air biofilter performance. Chemosphere,2007,66:1758-1764
    [173]Iliuta I, Larachi F, Transient biofilter aerodynamics and clogging for VOC degradation. Chemical Engineering Science,2004,59,3293-3302
    [174]Moe W M, Irvin R L. Effect of nitrogen limitation on performance of toluene degrading biofilters. Water Research,2001;35(6):1407-14
    [175]Delhomenie M C, Bibeau L, Gendron J, et al. A study of clogging in a biofilter treating toluene vapors. Chemical Engineering Journal,2003,94(3): 211-222
    [176]Holubar P, Andorfer C, Braun R. Effects of nitrogen limitation on biofilm formation in a hydrocarbon-degrading trickle-bed filter. Applied Microbiology and Biotechnology,1999,51:536-540
    [177]Weckhuysen B, Vriens L, Verachtert H. The effect of nutrient supplementation on the biofiltration removal of butanal in contaminated air. Applied Microbiology and Biotechnology,1993,39:395-399
    [178]Smith F L, Suidan M T, Sorial G A, et al. Trickle-bed biofilter performance: biomass control and N-nutrient effects. In Proceedings of the Water Environment Federations 67th Annual Conference and Exposition Vol.11, WEF, Alexandria, 1994, VA, pp 553-564
    [179]Rihn M J, Zhu X Q, Suidan M T, et al. The effect of nitrate on VOC removal in trickle-bed biofilters. Water Research,1997,31(12):2997-3008
    [180]Wang C, Xi J Y, Hu H Y. Effects of nitrogen source, empty bed residence time and inlet concentration on biofilter removal of chlorobenzene. Engineering in life Science,2009,9(2):109-115
    [181]du Plessis C A, Kinney K A, Schroeder E D, et al. Denitrification and nitric oxide reduction in an aerobic toluene-treating biofilter. Biotechnology and Bioengineering.1998,58,408-415
    [182]Gibbons M J, Loehr R C. Effect of media nitrogen concentration on biofilter performance. Journal of the Air & Waste Management Association,1998,48(3): 216-226
    [183]Son H K, Striebig B A, Regan R W. Nutrient Limitations during the Biofiltration of Methyl Isoamyl Ketone. Environmental Progress,2005,24(1): 75-81
    [184]Tang H M, Hwang S J. Transient behavior of the biofilters for toluene removal. Journal of Air & Waste Management Association,1997,47:1142-1151
    [185]Delhomenie M C, Bibeau L, Roy S, et al. Influence of nitrogen on the degradation of toluene in a compost-based biofilter. Journal of Chemical Technology and Biotechnology.2001,76(9),997-1006
    [186]Smith F L, Sorial G A, Suidan M T, et al. Development and demonstration of an explicit lumped-parameter biofilter model and design equation incorporating Monod kinetics. Journal of Air and Waste Management Association,2002,52(2): 208-219
    [187]Munoz R, Arriaga S, Hernandez S, et al. Enhanced hexane biodegradation in a two phase partitioning bioreactor:Overcoming pollutant transport limitations. Process Biochemistry,2006,41(7):1614-1619
    [188]Oliveira F J S, Franca F P. Performance of an internal-loop airlift bioreactor for treatment of hexane-contaminated air. Applied Biochemistry and Biotechnology,2005,121-124:581-591
    [189]Shareefdeen Z, Singh A. Biotechnology for odour and air pollution Heidelberg, Germany:Springer Verlag,2005
    [190]Arriaga S, Revah S. Improving hexane removal by enhancing fungal development in a microbial consortium biofilter. Biotechnology and Bioengineering,2005,90:107-115
    [191]Arriaga S, Revah S. Removal of n-hexane by Fusarium solaniwith a gas-phase biofilter. Environmental Biotechnology,2005,32,548-553
    [192]Kibazohi O, Yun S I, Anderson W A. Removal of hexane in biofilters packed with perlite and a peat-perlite mixture. World Journal of Microbiology and Biotechnology,2004,20(4),337-343
    [193]Arriaga S, Munoz R, Hernandez S, et al. Gaseous hexane biodegradation by fusarium solani in two liquid phase packed-bed and stirred-tank bioreactors. Environment Science and Technology,2006,40(7),2390-2395
    [194]Garcia-Pena E I, Hernandez S, Favela-Torres E, et al. Toluene biofiltration by the fungus Scedosporium apiospermum TB1. Biotechnology and Bioengineering, 2001,76:61-69
    [195]Spigno G, Pagella C, Fumi M D, et al. VOCs removal from waste gases: gas-phase bioreactor for the abatement of hexane by Aspergillus niger. Chemical Engineering Science,2003,58(3-6):739-746
    [196]Pagella C, Fumi M D, Spigno G, et al. Hexane removal from off-gases with a fungi bioreactor. IcheaP-5, Vol.1 (p.375), Florence:AIDIC,2000
    [197]Pagella C, Fumi M D, Spigno G, et al.. Current studies of biotechnology, Vol. Ⅱ (p.223), Zagreb:Croatian Society of Biotechnology,2001
    [198]Hassan A A, Sorial G A. A comparative study for destruction of n-hexane in Trickle Bed Air Biofilters. Chemical Engineering Journal,2010,162:227-233
    [199]Van Groenestijn J W, Lake M E. Elimination of alkanes from off-gases using biotrickling filters containing two liquid phases. Environment Progress,1999, 18(3):151-155
    [200]Hassan A A, Sorial G A. n-Hexane Biodegradation in Trickle Bed Air Biofilters. Water Air Soil Pollut:Focus,2008,8:287-296
    [201]Kim D, Cai Z, Sorial G A, Impact of interchanging VOCs on the performance of trickle bed air biofilter, Chemical Engineering Journal,2005,113:153-160
    [202]Van Groenestijn J W, Liu J X. Removal of alpha-pinene from gases using biofilters containing fungi. Atmospheric Environment,2002,36(35):5501-5508.
    [203]Kennes C; Thalasso F. Waste gas biotreatment technology. Journal of Chemical Technology and. Biotechnology,1998,72(4):303-319
    [204]Deziel E, Comeau Y, Villemur E. Two-liquid-phase bioreactors for enhanced degradation of hydrophobic/toxic compounds. Biodegradation,1999,10: 219-233
    [205]Guieysse B, Cirne M d D T G, Mattiasson B. Microbial degradation of phenanthrene and pyrene in a two-liquid phasepartitioning bioreactor. Applied Microbiology and Biotechnology,2001,56:796-802
    [206]Fazaelipoor M H. Analysis of a dual liquid phase biofilter for the removal of hydrophobic organic compounds from airstreams. Chemical Engineering Journal, 2009,147(2-3):110-116
    [207]Budwill K R, Coleman N, Effect of silicone oil on biofiltraton of n-hexane vapors, in 11th Forum for Applied Biotechnology, Medical Faculty Landbouw, University Gent (62/4b),1997,1521-1528
    [208]Kastner J R, Thompson D N, Cherry R S, et al. Water soluble polymer for increasing the biodegradation of sparingly soluble vapors. Enzyme and Microbial Technology,1999,24 (1-2):104-110
    [209]Mulligan C N, Yong R N, Gibbs B F. Surfactant-enhanced remediation of contaminated soil:a review, Engineering Geology,2001,60(1):371-380
    [210]Yang C P, Chen F Y, Luo S L, et al. Effects of surfactants and salt on Henry's constant of n-hexane. Journal of Hazardous Materials,2010,175(1-3):187-192
    [211]刘强,陈荣,Arowolo E,等.SDS提高生物滴滤床净化氯苯废水的研究.环境科学,2007,28(2):295-299
    [212]Dai Y J, Deng T, Wang J, et al. Enhancement of oxygen gas liquid mass transfer with colloidal gas aphron dispersions. Colloids and Surfaces A: Physicochem and Engineering Aspects,2004,240(1-3):165-171

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700