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Treatment of low-strength wastewater in an anaerobic down-flow hanging sponge (AnDHS) reactor at low temperature

机译:低温下厌氧悬挂式海绵(AnDHS)反应器中低强度废水的处理

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摘要

The process performance of a novel anaerobic down-flow hanging sponge (AnDHS) reactor for the treatment of low strength wastewater was investigated. A lab-scale experiment was conducted in which 300-400 mgCOD L~' of artificial wastewater was fed in over 600 days. The reactor exhibited sufficient performance: 70-90% of total COD removal, and 60-90% of methane recovery were maintained at 20℃, with a hydraulic retention time (HRT) of 2 h. It was possible to maintain COD removal by extending the HRT to 4 h at 15℃ and 10 h at 10Center for Regional Environmental Research, National Institute for Environmental Studies (NIES), Japan, Postal address: 16-2 Onogawa,Tsukuba, Ibaraki 305-8506 Japan;. With regard to the wastewater feed, one-pass mode (without effluent recirculation) gave better performance in COD removal as compared with recirculation mode. The results of batch feeding experiments using single substrates (such as acetate, propionate or sucrose) indicated that acetate degradation was more strongly affected by decreasing operational temperature. In addition, the AnDHS reactor system had no significant problems related to sludge retention such as massive loss of sludge throughout the experiment. Microbial structure analysis of the retained sludge with respect to the domain Archaeal 16S rRNA gene showed the proliferation of relatives of both the acetate-utilizing genus Methanosaeta and the hydrogen-utilizing genus Methanolinea.
机译:研究了新型厌氧下流悬挂式海绵反应器(AnDHS)处理低浓度废水的工艺性能。进行了实验室规模的实验,其中在600天内注入了300-400 mgCOD L''的人造废水。该反应器表现出足够的性能:在20℃时,总COD去除量为70-90%,甲烷回收率保持60-90%,水力停留时间(HRT)为2 h。可以通过将HRT在15℃下延长4小时,在10下10小时将HRT延长至10小时来维持COD去除,日本国立环境研究所(NIES),邮寄地址:茨城县筑波市小野川16-2 -8506日本;关于废水进料,与再循环模式相比,单程模式(无废水再循环)在去除COD方面表现出更好的性能。使用单一底物(例如乙酸盐,丙酸盐或蔗糖)的分批进料实验的结果表明,降低操作温度会更强烈地影响乙酸盐的降解。此外,AnDHS反应器系统没有与污泥保留相关的重大问题,例如在整个实验过程中大量污泥流失。相对于古细菌16S rRNA基因域,对残留污泥的微生物结构分析表明,利用乙酸的甲烷菌属和利用氢的甲醇菌属的亲属增殖。

著录项

  • 来源
    《Journal of Environmental Science and Health》 |2012年第12期|p.1803-1808|共6页
  • 作者单位

    Department of Civil Engineering,Gifu National College of Technology,Motosu,Gifu,Japan;

    Department of Civil Engineering,Gifu National College of Technology,Motosu,Gifu,Japan;

    Extreamobiosphere Research Center,Japan Agency for Marine-Earth Science & Technology (JAMSTEC),Yokosuka,Kanagawa,Japan;

    Extreamobiosphere Research Center,Japan Agency for Marine-Earth Science & Technology (JAMSTEC),Yokosuka,Kanagawa,Japan;

    Department of Social & Environmental Engineering,Hiroshima University,Higashihiroshima,Hiroshima,Japan;

    Department of Civil Engineering,Tohoku University,Sendai,Miyagi,Japan;

    Center for Regional Environmental Research,National Institute for Environmental Studies (NIES),Japan,16-2 Onogawa,Tsukuba,Ibaraki 305-8506 Japan;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);美国《生物学医学文摘》(MEDLINE);美国《化学文摘》(CA);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    anaerobic treatment; AnDHS; low strength; low temperature; effluent recirculation; methanogen;

    机译:厌氧处理AnDHS;低强度低温;废水再循环;产甲烷菌;

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