污泥停留时间对厌氧膜生物反应器处理餐厨废水效能的影响

黄振兴, 席克忠, 肖小兰, 缪恒锋, 赵明星, 施万胜, 阮文权. 污泥停留时间对厌氧膜生物反应器处理餐厨废水效能的影响[J]. 环境工程学报, 2016, 10(11): 6357-6363. doi: 10.12030/j.cjee.201605094
引用本文: 黄振兴, 席克忠, 肖小兰, 缪恒锋, 赵明星, 施万胜, 阮文权. 污泥停留时间对厌氧膜生物反应器处理餐厨废水效能的影响[J]. 环境工程学报, 2016, 10(11): 6357-6363. doi: 10.12030/j.cjee.201605094
HUANG Zhenxing, XI Kezhong, XIAO Xiaolan, MIAO Hengfeng, ZHAO Mingxing, SHI Wansheng, RUAN Wenquan. Effect of sludge retention time on performance of anaerobic membrane bioreactor treating kitchen wastewater[J]. Chinese Journal of Environmental Engineering, 2016, 10(11): 6357-6363. doi: 10.12030/j.cjee.201605094
Citation: HUANG Zhenxing, XI Kezhong, XIAO Xiaolan, MIAO Hengfeng, ZHAO Mingxing, SHI Wansheng, RUAN Wenquan. Effect of sludge retention time on performance of anaerobic membrane bioreactor treating kitchen wastewater[J]. Chinese Journal of Environmental Engineering, 2016, 10(11): 6357-6363. doi: 10.12030/j.cjee.201605094

污泥停留时间对厌氧膜生物反应器处理餐厨废水效能的影响

  • 基金项目:

    国家自然科学基金资助项目(21276114,21506076)

    国家科技支撑计划项目(2013BAB11B02,2014BAC25B01)

Effect of sludge retention time on performance of anaerobic membrane bioreactor treating kitchen wastewater

  • Fund Project:
  • 摘要: 采用中试厌氧膜生物反应器(AnMBR)处理高浓度餐厨废水,多维分析污泥停留时间(SRT为50、30和20 d)对其运行效能的影响。结果显示,AnMBR在各SRT工况下均展现出较好的稳定性,消化罐pH维持在7.2(7.8之间,膜出水COD去除率达到96%以上。缩短SRT虽然能够有效提高有机负荷,但是过低的SRT会显著降低COD转化率。AnMBR在SRT 30 d工况下可获得最佳处理效能,有机负荷达到(8.7±1.3)kg COD·(m3·d)-1,沼气生产强度达到(4.5±0.8)m3·(m3·d)-1,COD转化率为(82.1±7.3)%。厌氧消化液中胶体态和溶解性大分子有机质的累积是导致膜过滤效能下降的主要原因,控制SRT 30 d有效削减了其积累量,从而提高了膜通量并减缓了膜污染趋势。Ca2+会沉积在污泥混合液中,其浓度随着SRT缩短显著降低。此外,SRT缩短会降低长链脂肪酸(LCFA)的转化率;但是未降解的LCFA很可能与Ca2+形成沉淀,会减轻游离LCFA对微生物活性的抑制作用,进而有助于AnMBR的稳定运行。
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  • [1] 胡新军,张敏,余俊锋,等.中国餐厨垃圾处理的现状、问题和对策.生态学报, 2012,32(14):4575-4584 HU Xinjun,ZHANG Min,YU Junfeng,et al.Food waste management in China: status, problems and solutions. Acta Ecologica Sinica, 2012,32(14):4575-4584(in Chinese)
    [2] 张韩,李晖,韦萍.餐厨垃圾处理技术分析.环境工程, 2012,30:258-261 ZHANG Han,LI Hui,WEI Ping.Discussion on treatment methods of kitchen wastes. Environmental Engineering, 2012,30:258-261(in Chinese)
    [3] DERELI R. K.,ERSAHIN M. E.,OZGUN H., et al. Potentials of anaerobic membrane bioreactors to overcome treatment limitations induced by industrial wastewaters. Bioresource Technology, 2012,122:160-170
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    [5] 孙凯,陆晓峰,周保昌,等.厌氧膜生物反应器(AnMBR)处理高浓度豆制品废水的研究.膜科学与技术,2011,31(4):65-69 SUN Kai,LU Xiaofeng,ZHOU Baochang,et al.Research on the treatment of high concentration soybean processing wastewater with AnMBR. Membrane Science and Technology,2011,31(4):65-69(in Chinese)
    [6] DERELI R. K.,ZEE F. P.V. D.,HEFFERNAN B.,et al.Effect of sludge retention time on the biological performance of anaerobic membrane bioreactors treating corn-to-ethanol thin stillage with high lipid content. Water Research, 2014,49(1):453-464
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  • 收稿日期:  2016-06-01
  • 刊出日期:  2016-11-26
黄振兴, 席克忠, 肖小兰, 缪恒锋, 赵明星, 施万胜, 阮文权. 污泥停留时间对厌氧膜生物反应器处理餐厨废水效能的影响[J]. 环境工程学报, 2016, 10(11): 6357-6363. doi: 10.12030/j.cjee.201605094
引用本文: 黄振兴, 席克忠, 肖小兰, 缪恒锋, 赵明星, 施万胜, 阮文权. 污泥停留时间对厌氧膜生物反应器处理餐厨废水效能的影响[J]. 环境工程学报, 2016, 10(11): 6357-6363. doi: 10.12030/j.cjee.201605094
HUANG Zhenxing, XI Kezhong, XIAO Xiaolan, MIAO Hengfeng, ZHAO Mingxing, SHI Wansheng, RUAN Wenquan. Effect of sludge retention time on performance of anaerobic membrane bioreactor treating kitchen wastewater[J]. Chinese Journal of Environmental Engineering, 2016, 10(11): 6357-6363. doi: 10.12030/j.cjee.201605094
Citation: HUANG Zhenxing, XI Kezhong, XIAO Xiaolan, MIAO Hengfeng, ZHAO Mingxing, SHI Wansheng, RUAN Wenquan. Effect of sludge retention time on performance of anaerobic membrane bioreactor treating kitchen wastewater[J]. Chinese Journal of Environmental Engineering, 2016, 10(11): 6357-6363. doi: 10.12030/j.cjee.201605094

污泥停留时间对厌氧膜生物反应器处理餐厨废水效能的影响

  • 1.  江南大学环境与土木工程学院, 无锡 214122
  • 2.  江苏省水处理技术与材料协同创新中心, 苏州 215009
  • 3.  江苏省厌氧生物技术重点实验室, 无锡 214122
  • 4.  郑州侨联生物能源有限公司, 郑州 450001
基金项目:

国家自然科学基金资助项目(21276114,21506076)

国家科技支撑计划项目(2013BAB11B02,2014BAC25B01)

摘要: 采用中试厌氧膜生物反应器(AnMBR)处理高浓度餐厨废水,多维分析污泥停留时间(SRT为50、30和20 d)对其运行效能的影响。结果显示,AnMBR在各SRT工况下均展现出较好的稳定性,消化罐pH维持在7.2(7.8之间,膜出水COD去除率达到96%以上。缩短SRT虽然能够有效提高有机负荷,但是过低的SRT会显著降低COD转化率。AnMBR在SRT 30 d工况下可获得最佳处理效能,有机负荷达到(8.7±1.3)kg COD·(m3·d)-1,沼气生产强度达到(4.5±0.8)m3·(m3·d)-1,COD转化率为(82.1±7.3)%。厌氧消化液中胶体态和溶解性大分子有机质的累积是导致膜过滤效能下降的主要原因,控制SRT 30 d有效削减了其积累量,从而提高了膜通量并减缓了膜污染趋势。Ca2+会沉积在污泥混合液中,其浓度随着SRT缩短显著降低。此外,SRT缩短会降低长链脂肪酸(LCFA)的转化率;但是未降解的LCFA很可能与Ca2+形成沉淀,会减轻游离LCFA对微生物活性的抑制作用,进而有助于AnMBR的稳定运行。

English Abstract

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