ANAMMOX生物滤池深度处理干法腈纶废水的性能与可行性

徐浩田智勇, 宋永会, 张立成, 孙晨

徐浩田智勇, 宋永会, 张立成, 孙晨. ANAMMOX生物滤池深度处理干法腈纶废水的性能与可行性[J]. 环境工程技术学报, 2013, 3(4): 286-292. DOI: 10.3969/j.issn.1674-991X.2013.04.045
引用本文: 徐浩田智勇, 宋永会, 张立成, 孙晨. ANAMMOX生物滤池深度处理干法腈纶废水的性能与可行性[J]. 环境工程技术学报, 2013, 3(4): 286-292. DOI: 10.3969/j.issn.1674-991X.2013.04.045
XU Hao, TIAN Zhi-yong, SONG Yong-hui, ZHANG Li-cheng. Performance and Feasibility of ANAMMOX Bio-filter Process for Advanced Treatment of Dry-spun Acrylic Fiber Wastewater[J]. Journal of Environmental Engineering Technology, 2013, 3(4): 286-292. DOI: 10.3969/j.issn.1674-991X.2013.04.045
Citation: XU Hao, TIAN Zhi-yong, SONG Yong-hui, ZHANG Li-cheng. Performance and Feasibility of ANAMMOX Bio-filter Process for Advanced Treatment of Dry-spun Acrylic Fiber Wastewater[J]. Journal of Environmental Engineering Technology, 2013, 3(4): 286-292. DOI: 10.3969/j.issn.1674-991X.2013.04.045

ANAMMOX生物滤池深度处理干法腈纶废水的性能与可行性

详细信息
    通讯作者:

    宋永会 E-mail: songyh@craes.org.cn

  • 中图分类号: X703.1

Performance and Feasibility of ANAMMOX Bio-filter Process for Advanced Treatment of Dry-spun Acrylic Fiber Wastewater

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    Corresponding author:

    TIAN Zhi-yong: SONG Yong-hui E-mail: songyh@craes.org.cn

  • 摘要: 针对石化干法腈纶厂出水氨氮浓度高、可生化性差、无法达标的问题,以石化干法腈纶厂三沉池出水作试验用水,研究ANAMMOX生物滤池工艺深度处理干法腈纶废水的可行性与脱氮性能。结果表明,经过130 d驯化,ANAMMOX生物滤池对干法腈纶厂出水中氨氮具有较强的去除能力,出水NH4+-N浓度由184.1~205.3 mg/L降到23.4~30.3 mg/L,去除率达83.5%;外加NO2--N去除率达93.6%以上,NH4+-N和NO2--N去除摩尔比接近1:1(理论值为1:1.32),TN去除负荷达2.36~4.80 kg/(m3/d);但出水TN浓度仍高达165.9~180.7 mg/L,并主要以难降解含氮有机物的形式存在。ANAMMOX生物滤池对出水难降解的CODCr具有进一步的去除能力,去除负荷可达2.39~2.56 kg/(m3/d),出水CODCr由487.9~532.1 mg/L降至188.6~212.3 mg/L,处理后出水可满足GB 8978—1996《污水综合排放标准》中石化工业所要求的二级排放标准。
    Abstract: Aiming at the high ammonia-nitrogen concentration, low biodegradability and non-compliance issues of dry-spun acrylic fiber wastewater, the effluent of third-sedimentation tank was taken as experimental substrate to research the feasibility and performance of ANAMMOX bio-filter process for advanced treatment of dry-spun acrylic fiber wastewater. The results indicated that the ANAMMOX bio-filter had a good denitrification ability of dry-spun acrylic fiber wastewater after 130 days domestication, the effluent ammonia-nitrogen concentration decreased from 184.1-205.3 mg/L to 23.4-30.34 mg/L, and the removal efficiency of ammonia-nitrogen reached 83.5%. The removal efficiency of NO2--N reached up to 93.6%, the removal of NH4+-N and NO2--N efficiencies were close to 1:1 (theoretical value 1:1.32), and the total nitrogen removal load reached 2.36-4.80 kg/(m3/d). However, the effluent concentration of total nitrogen was still as high as 165.9-180.7 mg/L, mainly exiting in the form of refractory organics. In addition, the removal of CODCr with ANAMMOX bio-filter process was confirmed, the removal load reached up to 2.39-2.56 kg/(m3/d), the effluent CODCr decreased from 487.9-532.1 mg/L to 188.6-212.3 mg/L, which could meet the requirement of Class II standard of National Discharge Standard for Petrochemical Industry (GB 8978-1996) in China.
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出版历程
  • 收稿日期:  2012-12-01
  • 修回日期:  2012-12-23
  • 发布日期:  2013-07-19

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