首页> 外文期刊>Water, Air, and Soil Pollution >Performance Evaluation of a Methane Biofilter Under Steady State, Transient State and Starvation Conditions
【24h】

Performance Evaluation of a Methane Biofilter Under Steady State, Transient State and Starvation Conditions

机译:稳态,瞬态和饥饿条件下甲烷生物滤池的性能评估

获取原文
获取原文并翻译 | 示例
       

摘要

An inorganic-based bed biofilter was used to eliminate methane (CH4) from an air stream under pseudo steady state, transient state (shock loads), and starvation conditions. Under pseudo steady state conditions, the effect of inlet CH4 concentration in the range of 100013,000 ppmv on the biofilter performance was studied. The air flow rate was kept constant at 3 L min(-1), corresponding to an empty bed residence time (EBRT) of 6 min, The flexibility of the biofilter under transient conditions was evaluated by two strategies: Inlet loads (IL) varied from 13 to 65 g m(-3) h(-1) by changing inlet concentrations from 2000 to 10,000 ppmv or by changing air flow rates varied from 3 to 15 L min 1, separately. Finally, the effects of nutrients and CH4 starvations were evaluated. The biofilter performance was promising for the treatment of a wide range of concentrations of off gas emissions polluted with CH4 (1000-13,000 ppmv). For CH4 concentrations ranging from 1000 to 4000 ppmv, the removal efficiency (RE) remained higher than 75 %. The maximum elimination capacity (EC) obtained in this study was 45 g m(-3) h(-1) for an IL of 87 g m(-3) h(-1). In case of sudden variations of ILs (13 to 65 g m(-3) h(-1)) either by changing the inlet concentration or by modifying the flow rate, the responses of the biofilter were almost instantaneous.
机译:无机基床生物滤池用于在拟稳态,瞬态(冲击负荷)和饥饿条件下从气流中去除甲烷(CH4)。在伪稳态条件下,研究了入口CH4浓度在100013,000 ppmv范围内对生物滤池性能的影响。空气流速保持恒定在3 L min(-1),对应于6分钟的空床停留时间(EBRT)。通过两种策略评估生物滤池在瞬态条件下的柔性:改变进气量(IL)从13到65 gm(-3)h(-1)通过分别将入口浓度从2000更改为10,000 ppmv或通过将空气流速从3改变为15 L min-1来实现。最后,评估了养分和CH4饥饿的影响。生物滤池的性能有望用于处理各种浓度的CH4(1000-13,000 ppmv)污染的废气。对于CH4浓度范围从1000到4000 ppmv,去除效率(RE)保持高于75%。在这项研究中获得的最大消除容量(EC)为45 g m(-3)h(-1),IL为87 g m(-3)h(-1)。如果通过改变入口浓度或修改流速而使IL突然变化(13至65 g m(-3)h(-1)),则生物滤池的响应几乎是瞬时的。

著录项

  • 来源
    《Water, Air, and Soil Pollution》 |2016年第6期|168.1-168.11|共11页
  • 作者单位

    Univ Sherbrooke, Fac Engn, Dept Chem Engn & Biotechnol Engn, Sherbrooke, PQ J1K 2R1, Canada;

    Univ Sherbrooke, Fac Engn, Dept Chem Engn & Biotechnol Engn, Sherbrooke, PQ J1K 2R1, Canada;

    Univ Sherbrooke, Fac Engn, Dept Chem Engn & Biotechnol Engn, Sherbrooke, PQ J1K 2R1, Canada|Ctr Natl Electrochim & Technol Environm, 2263 Ave Coll, Shawinigan, PQ G9N 6V8, Canada;

    Univ Sherbrooke, Fac Engn, Dept Chem Engn & Biotechnol Engn, Sherbrooke, PQ J1K 2R1, Canada;

    Univ Sherbrooke, Fac Engn, Dept Chem Engn & Biotechnol Engn, Sherbrooke, PQ J1K 2R1, Canada;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Biofilter; Methane; Inlet load; Transient loads; Shock loads; Starvation conditions;

    机译:生物滤池;甲烷;入口负荷;瞬态负荷;冲击负荷;饥饿条件;
  • 入库时间 2022-08-17 13:38:25

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号