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不同生物塔净化化纤污水场恶臭性能的比较

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曹菁洋, 刘佳, 杨竹慧, 张芸, 梁文俊, 李坚. 不同生物塔净化化纤污水场恶臭性能的比较[J]. 环境工程学报, 2017, 11(6): 3625-3632. doi: 10.12030/j.cjee.201603226
引用本文: 曹菁洋, 刘佳, 杨竹慧, 张芸, 梁文俊, 李坚. 不同生物塔净化化纤污水场恶臭性能的比较[J]. 环境工程学报, 2017, 11(6): 3625-3632. doi: 10.12030/j.cjee.201603226
shu
CAO Jingyang, LIU Jia, YANG Zhuhui, ZHANG Yun, LIANG Wenjun, LI Jian. Comparison of biological reactors for treating odorous gas from chemical fiber wastewater treatment plant[J]. Chinese Journal of Environmental Engineering, 2017, 11(6): 3625-3632. doi: 10.12030/j.cjee.201603226
Citation: CAO Jingyang, LIU Jia, YANG Zhuhui, ZHANG Yun, LIANG Wenjun, LI Jian. Comparison of biological reactors for treating odorous gas from chemical fiber wastewater treatment plant[J]. Chinese Journal of Environmental Engineering, 2017, 11(6): 3625-3632. doi: 10.12030/j.cjee.201603226
shu

不同生物塔净化化纤污水场恶臭性能的比较

  • 1.

    北京工业大学区域大气复合污染防治北京市重点实验室, 北京 100124

  • 基金项目:

    国家自然科学基金资助项目（21107004）

  • 中图分类号: X512

Comparison of biological reactors for treating odorous gas from chemical fiber wastewater treatment plant

  • 1.

    Key Laboratory of Beijing on Regional Air Pollution Control, Beijing University of Technology, Beijing 100124, China

  • Fund Project:

  • 摘要: 为了考察生物法治理污水处理场恶臭气体的实验效果，本研究采用生物滴滤、生物过滤和生物洗涤3种方法对某中石化公司化纤污水处理场4个恶臭气体挥发严重的污水池（生活污水提升池、氧化池、事故池和调节池）进行恶臭治理。实验结果表明，待生物塔稳定运行后，改变处理气量由0.1 m3·h-1增大到0.2 m3·h-1，相应的停留时间（EBRT）由172 s缩短到86 s，生物滴滤塔对甲醇、乙醇、环己烷和间-二甲苯这4种污染物的去除效率分别提升至96.80%、100.00%、92.15%和99.68%。此外，3台生物塔对于外界气温变化的适应性良好，但生物滴滤塔的压降始终未检出。根据小试实验结果，该化纤污水处理场恶臭的有效治理可以选用生物滴滤技术。
    Abstract: To investigate the feasibility of a biological method for elimination of odorous gas from wastewater treatment plants, a biotrickling filter (BTF), biofilter, and bioscrubber were used to treat the odorous gas, which was collected from four tanks (sanitary sewage lifting tank, oxidation tank, accident tank, and adjusting tank) of a Sinopec chemical fiber wastewater treatment plant.The results show that when the treatment capacity increased from 0.1 m3·h-1 to 0.2 m3·h-1, the corresponding empty bed residence time (EBRT) was cut from 172 s to 86 s.The BTF's removal efficiencies of methyl alcohol, ethyl alcohol, cyclohexane, and m-xylene increased to 96.80%, 100.00%, 92.15%, and 99.68%, respectively.Furthermore, the three biological reactors showed good adaptability to air temperature changes, but the BTF's pressure drop remained undetected.Hence, the odorous gas from this chemical fiber wastewater treatment plant was efficiently eliminated by BTF technology.
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  • [1] MUNOZ R,MALHAUTIER L,FANLO J L,et al.Biological technologies for the treatment of atmospheric pollutants[J].International Journal of Environmental Analytical Chemistry,2015,95(10):950-967
    [2] PAULINA L, BARTLOMIEJ C, TOMASZ D, et al. Characteristics of odors emitted from municipal wastewater treatmentplant and methods for their identification and deodorization techniques. Environmental Research, 2016,151:573-586
    [3] 中华人民共和国国家质量监督检验检疫总局,中华人民共和国环境保护部.石油化学工业污染物排放标准. GB 31571-2015[S]
    [4] 中华人民共和国环境保护局,中华人民共和国技术监督局.恶臭污染物排放标准. GB/T 14554-93[S]
    [5] 刘春敬,李坚,刘佳,等.分期布液生物滴滤床净化H2S废气性能研究[J].环境科学,2012,33(9):2987-2992
    [6] IRANPOUT R,COXA H H J,DESHUSSES M A,et al.Literature review of air pollution control biofilters and biotrickling filters for odor and volatile organic compound removal[J].Environmental Progress,2005,24(3):254-266
    [7] ESTRADA J M,KRAAKMAN N J R B,MUNOZ R,et al.A comparative analysis of odour treatment technologies in wastewater treatment plants[J].Environmental Science & Technology,2011,45(3):1100-1106
    [8] SAKUMA T,JINSIRIWANIT S,HATTORI T,et al.Removal of ammonia from contaminated air in a biotrickling filter-Denitrifying bioreactor combination system[J].Water Research,2008,42(17):4507-4513
    [9] HE Z,ZHOU LC,LI GY,et al.Comparative study of the eliminating of waste gas containing toluene in twin biotrickling filters packed with molecular sieve and polyurethane foam[J].Journal of Hazardous Materials,2009,167(1/2/3):275-281
    [10] 马广大,郝吉明.大气污染控制工程[M].第2版.北京:高等教育出版社,2002:416-417
    [11] HASSAN A A,SORIAL G.Biological treatment of benzene in a controlled trickle bed air biofilter[J].Chemosphere,2009,75(10):1315-1321
    [12] BALASUBRAMANIAN P,PHILIP L,BHALLAMUDI S M.Biotrickling filtration of VOC emissions from pharmaceutical industries[J].Chemical Engineering Journal,2012,209:102-112
    [13] ESTRADA J M,RODRIGUEZ E,QUIJANO G,et al.Influence of gaseous VOC concentration on the diversity and biodegradation performance of microbial communities[J].Bioprocess and Biosystems Engineering,2012,35(9):1477-1488
    [14] DING Y,HAN Z Y,WU W X,et al.Performance evaluation of biofilters and biotrickling filters in odor control of n-butyric acid[J].Journal of Environmental Science and Health Part a-Toxic/Hazardous Substances & Environmental Engineering,2011,46(5):441-452
    [15] 彭淑婧.错流式生物滴滤法净化甲苯废气的研究[D].北京:北京工业大学,2011
    [16] WEBSTER T S,DEVINNY J S,TORRES E M,et al.Biofiltration of odors,toxic and volatile organic compounds from publicly owned treatment works[J].Environmental Progress,1996,15(3):141-147
    [17] LEBRERO R,RANGEL M G L,Munoz R.Characterization and biofiltration of a real odorous emission from wastewater treatment plant sludge[J].Journal of Environmental Management,2013,116:50-57
    [18] 满俊英,罗燕婉.大型石化企业污水装置恶臭气体治理工程实践[J].中国给水排水,2014,30(10):76-78
    [19] RAVI R,PHILIP L,SWAMINATHAN T.Comparison of biological reactors (biofilter, biotrickling filter and modified RBC) for treating dichloromethane vapors[J].Journal of Chemical Technology and Biotechnology,2010,85(5):634-639
    [20] 中华人民共和国环境保护总局.空气和废气监测分析方法[M].第4版.北京:中国环境科学出版社, 2003:512-513
    [21] 中华人民共和国环境保护总局.固定污染源排气中二氧化硫的测定碘量法HJ/T 56-200[S]
    [22] 刘建伟,吕臣,夏雪峰.生物滤池处理城市污水工艺中恶臭和微生物气溶胶的填料选择[J].环境工程学报,2014,8(1):273-279
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出版历程
  • 收稿日期:  2016-06-14
  • 刊出日期:  2017-06-23
曹菁洋, 刘佳, 杨竹慧, 张芸, 梁文俊, 李坚. 不同生物塔净化化纤污水场恶臭性能的比较[J]. 环境工程学报, 2017, 11(6): 3625-3632. doi: 10.12030/j.cjee.201603226
引用本文: 曹菁洋, 刘佳, 杨竹慧, 张芸, 梁文俊, 李坚. 不同生物塔净化化纤污水场恶臭性能的比较[J]. 环境工程学报, 2017, 11(6): 3625-3632. doi: 10.12030/j.cjee.201603226
shu
CAO Jingyang, LIU Jia, YANG Zhuhui, ZHANG Yun, LIANG Wenjun, LI Jian. Comparison of biological reactors for treating odorous gas from chemical fiber wastewater treatment plant[J]. Chinese Journal of Environmental Engineering, 2017, 11(6): 3625-3632. doi: 10.12030/j.cjee.201603226
Citation: CAO Jingyang, LIU Jia, YANG Zhuhui, ZHANG Yun, LIANG Wenjun, LI Jian. Comparison of biological reactors for treating odorous gas from chemical fiber wastewater treatment plant[J]. Chinese Journal of Environmental Engineering, 2017, 11(6): 3625-3632. doi: 10.12030/j.cjee.201603226
shu

不同生物塔净化化纤污水场恶臭性能的比较

  • 1. 北京工业大学区域大气复合污染防治北京市重点实验室, 北京 100124
  • 收稿日期:  2016-06-14
基金项目:

国家自然科学基金资助项目（21107004）

摘要: 为了考察生物法治理污水处理场恶臭气体的实验效果，本研究采用生物滴滤、生物过滤和生物洗涤3种方法对某中石化公司化纤污水处理场4个恶臭气体挥发严重的污水池（生活污水提升池、氧化池、事故池和调节池）进行恶臭治理。实验结果表明，待生物塔稳定运行后，改变处理气量由0.1 m3·h-1增大到0.2 m3·h-1，相应的停留时间（EBRT）由172 s缩短到86 s，生物滴滤塔对甲醇、乙醇、环己烷和间-二甲苯这4种污染物的去除效率分别提升至96.80%、100.00%、92.15%和99.68%。此外，3台生物塔对于外界气温变化的适应性良好，但生物滴滤塔的压降始终未检出。根据小试实验结果，该化纤污水处理场恶臭的有效治理可以选用生物滴滤技术。

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