固定化排硫硫杆菌对气体中H2S去除特性

许海朋, 李岩, 牧辉, 金付强, 华栋梁, 陈冠益. 固定化排硫硫杆菌对气体中H2S去除特性[J]. 环境工程学报, 2018, 12(11): 3109-3115. doi: 10.12030/j.cjee.201806040
引用本文: 许海朋, 李岩, 牧辉, 金付强, 华栋梁, 陈冠益. 固定化排硫硫杆菌对气体中H2S去除特性[J]. 环境工程学报, 2018, 12(11): 3109-3115. doi: 10.12030/j.cjee.201806040
XU Haipeng, LI Yan, MU Hui, JIN Fuqiang, HUA Dongliang, CHEN Guanyi. Removal of H2S by Tiobacillus thioparus immobilized on different matrices[J]. Chinese Journal of Environmental Engineering, 2018, 12(11): 3109-3115. doi: 10.12030/j.cjee.201806040
Citation: XU Haipeng, LI Yan, MU Hui, JIN Fuqiang, HUA Dongliang, CHEN Guanyi. Removal of H2S by Tiobacillus thioparus immobilized on different matrices[J]. Chinese Journal of Environmental Engineering, 2018, 12(11): 3109-3115. doi: 10.12030/j.cjee.201806040

固定化排硫硫杆菌对气体中H2S去除特性

  • 基金项目:

    山东省重点研发计划(2016GSF117037)

    山东省科技发展计划项目(2017GSF17117)

Removal of H2S by Tiobacillus thioparus immobilized on different matrices

  • Fund Project:
  • 摘要: 为提高生物滴滤塔净化气体中H2S的运行效率,分别采用活性炭、陶粒、聚丙烯空心球3种填料,以排硫硫杆菌(Tiobacillus thioparus)接种生物滴滤塔处理含H2S气体,研究了进气H2S浓度、气体停留时间等参数对生物滴滤塔去除H2S性能的影响。结果表明,采用排硫硫杆菌接种生物滴滤塔处理含H2S气体,挂膜速度快,系统运行稳定且脱硫效率高。3种填料中活性炭填料脱硫效果最好,固定进气H2S浓度1.5 g·m-3,停留时间高于23 s时,H2S去除率可以达到94.4%以上,H2S去除负荷达333.16 g·(m3·h)-1。动力学分析表明,活性炭生物滴滤塔最大H2S去除负荷为666.7 g·(m3·h)-1,饱和常数为0.87 g·m-3。随着实验的进行,填料塔的压力降会因为生物膜的生长和单质硫的积累逐渐增加,严重时导致气体完全堵塞,需要进行鼓泡反冲以除去积累的单质硫。
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  • [1] ROTH S H, SKRAJNY B, REIFFENSTEIN R J.Alteration of the morphology and neurochemistry of the developing mammalian nervous system hydrogen sulphide[J].Clinical and Experimental Pharmacology and Physiology,1995,22:379–380 10.1111/j.1440-1681.1995.tb02024.x
    [2] 苗茂谦,宋智杰,仪慧兰,等. 生物法处理含H2S气体的研究进展[J]. 化工进展,2009,28(8):1289-1295
    [3] 张雄军,彭书传,朱承驻,等. 铁氧化物多孔陶粒生物滴滤塔净化硫化氢气体[J]. 环境工程学报, 2015,9(2):841-846
    [4] SYED M, SOREANU G,FALLETTA P,et al.Removal of hydrogen sulfide from gas streams using biological processes:A review[J].Canadian Biosystems Engineering,2006,48:1-14
    [5] ABATZOGLOU N, BOIVIN S.A review of biogas purification processes[J].Biofuels Bioproducts & Biorefining,2009,3(1):42–71 10.1002/bbb.117
    [6] 邓良伟,唐一,吴彦. 生物脱硫机理及其研究进展[J]. 上海环境科学,1998,17(5):35-39
    [7] 陈益清,尹娟,蔡旺锋,等. 不同挂膜方式生物滴滤塔处理含H2S恶臭气体[J]. 环境工程学报,2014,8(2):647-651
    [8] POKORNA D, ZABRANSKA J.Sulfur-oxidizing bacteria in environmental technology[J].Biotechnology Advances,2015,33(6):1246-1259 10.1016/j.biotechadv.2015.02.007
    [9] 葛洁. 生物滴滤塔净化H2S气体的菌种筛选、填料改性及反应动力学分析[D]. 西安:西安建筑科技大学,2011
    [10] AROCA G,URRUTIA H,NUNEZ D.Comparison on the removal of hydrogen sulfide in biotrickling filters inoculated with Thiobacillus thioparus and Acidithiobacillus thiooxidans[J].Electronic Journal of Biotechnology,2007,10(4):514-520 10.4067/S0717-34582007000400005
    [11] JIN Y,VEIGA M C,KENNES C.Autotrophic deodorization of hydrogen sulfide in a biotrickling filter[J].Journal of Chemical Technology & Biotechnology,2010,80(9):998-1004 10.1002/jctb.1275
    [12] 李亚新,储江林,池勇志. 无色硫细菌氧化SRB还原硫酸盐产物硫化氢生成单质硫[J]. 城市环境与城市生态,2002,15(5):4-7
    [13] KIMBERLEY T, VIKRAMA B, MEHDI N.Bacteria of the sulphur cycle: An overview of microbiology,biokinetics and their role in petroleum and mining industries[J].Biochemical Engineering Journal,2009,44:73–94 10.1016/j.bej.2008.12.011
    [14] LEE E Y,LEE N Y,CHO K S,et al.Removal of hydrogen sulfide by sulfate-resistant Acidithiobacillus thiooxidans AZ11[J].Journal of Bioscience & Bioengineering,2006,101(4):309-314 10.1263/jbb.101.309
    [15] RATTANAPAN C,BOONSAWANG P,KANTACHOTE D.Removal of H2S in down-flow GAC biofiltration using sulfide oxidizing bacteria from concentrated latex wastewater[J].Bioresource Technology,2009,100(1):125-130 10.1016/j.biortech.2008.05.049.
    [16] 陈益清,陈雷,伍健威,等. 填料对生物滴滤塔去除H2S的影响[J]. 环境工程学报,2016,10(7):3763-3767
    [17] 钱东升,房俊逸,陈东之,等. 板式生物滴滤塔高效净化硫化氢废气的研究[J]. 环境科学,2011,32(9):2786-2793
    [18] 陈雷,陈益清,李文龙,等. 喷淋条件对生物滴滤塔去除含H2S废气的影响[J]. 环境工程学报,2016,10(12):7168-7172 10.12030/j.cjee.201507093
    [19] 马艳玲. 固定化脱氮硫杆菌脱除硫化氢废气的研究[D]. 西安:西安交通大学,2006
    [20] OTTENGRAF S P, VAN DEN OERER A H.Kinetics of organic compound removal from waste gases with a biological filter[J].Biotechnology and Bioengineering,1983,25(12):3089–3102 10.1002/bit.260251222
    [21] WANI A H, LAU A K, BRANION R M.Biofiltration control of pulping odors-hydrogen sulfide: Performance,macrokinetics and coexistence effects of organo-sulfur species[J].Journal of Chemical Technology and Biotechnology,1999,74:9-16 10.1002/(SICI)1097-4660(199901)74:1<9::AID-JCTB981>3.0.CO;2-B
    [22] MA Y L,YANG B L,ZHAO J L.Removal of H2S by Thiobacillus denitrificans immobilized on different matrices[J].Bioresource Technology,2006,97(16):2041-2046 10.1016/j.biortech.2005.09.023
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  • 刊出日期:  2018-11-12

固定化排硫硫杆菌对气体中H2S去除特性

  • 1. 天津大学环境科学与工程学院,天津 300072
  • 2. 山东省科学院能源研究所,济南 250014
基金项目:

山东省重点研发计划(2016GSF117037)

山东省科技发展计划项目(2017GSF17117)

摘要: 为提高生物滴滤塔净化气体中H2S的运行效率,分别采用活性炭、陶粒、聚丙烯空心球3种填料,以排硫硫杆菌(Tiobacillus thioparus)接种生物滴滤塔处理含H2S气体,研究了进气H2S浓度、气体停留时间等参数对生物滴滤塔去除H2S性能的影响。结果表明,采用排硫硫杆菌接种生物滴滤塔处理含H2S气体,挂膜速度快,系统运行稳定且脱硫效率高。3种填料中活性炭填料脱硫效果最好,固定进气H2S浓度1.5 g·m-3,停留时间高于23 s时,H2S去除率可以达到94.4%以上,H2S去除负荷达333.16 g·(m3·h)-1。动力学分析表明,活性炭生物滴滤塔最大H2S去除负荷为666.7 g·(m3·h)-1,饱和常数为0.87 g·m-3。随着实验的进行,填料塔的压力降会因为生物膜的生长和单质硫的积累逐渐增加,严重时导致气体完全堵塞,需要进行鼓泡反冲以除去积累的单质硫。

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