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Isotopomer Analysis of Production and Consumption Mechanisms of N_2O and CH_4 in an Advanced Wastewater Treatment System

机译:先进废水处理系统中N_2O和CH_4产生和消耗机理的同位素异构体分析

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摘要

Wastewater treatment processes are believed to be anthropogenic sources of nitrous oxide (N_2O) and methane (CH_4). However, few studies have examined the mechanisms and controlling factors in production of these greenhouse gases in complex bacterial systems. To elucidate production and consumption mechanisms of N_2O and CH_4 in microbial consortia during wastewater treatment and to characterize human waste sources, we measured their concentrations and isotopomer ratios (elemental isotope ratios and site-specific N isotope ratios in asymmetric molecules of NNO) in water and gas samples collected by an advanced treatment system in Tokyo. Although the estimated emissions of N_2O and CH_4 from the system were found to be lower than those from the typical treatment systems reported before, water in biological reaction tanks was supersaturated with both gases. The concentration of N_2O, produced mainly by nrtrifier-denttrification as indicated by isotopomer ratios, was highest in the oxic tank (ca. 4000% saturation). The dissolved CH_4 concentration was highest in inflow water (ca. 3000% saturation). It decreased gradually during treatment Its carbon isotope ratio indicated that the decrease resulted from bacterial CH_4 oxidation and that microbial CK_4 production can occur in anaerobic and settling tanks.
机译:人们认为废水处理过程是人为产生的一氧化二氮(N_2O)和甲烷(CH_4)的来源。但是,很少有研究检查复杂细菌系统中这些温室气体产生的机理和控制因素。为了阐明废水处理过程中微生物群落中N_2O和CH_4的产生和消耗机理并表征人类废物源,我们测量了它们在水中和水中的浓度和同位素比(元素同位素比和NNO不对称分子中的特定位氮同位素比)。东京先进处理系统收集的气体样本。尽管发现该系统估计的N_2O和CH_4排放量低于以前报道的典型处理系统的排放量,但生物反应池中的水被两种气体过饱和。 N_2O的浓度主要由硝化剂的齿化作用(如同位素异构体比率所示)在有氧槽中最高(约4000%饱和度)。流入水中的溶解CH_4浓度最高(约3000%饱和度)。在处理过程中逐渐减少。其碳同位素比表明减少是由于细菌CH_4氧化引起的,并且在厌氧和沉降池中可能产生微生物CK_4。

著录项

  • 来源
    《Environmental Science & Technology》 |2011年第3期|p.917-922|共6页
  • 作者单位

    Department of Environmental Chemistry and Engineering,Tokyo Institute of Technology, 4259 Nagatsuta, Midori-ku,Yokohama 226-8502, Japan;

    rnDepartment of Environmental Science and Technology, Tokyo Institute of Technology, 4259 Nagatsuta, Midori-ku,Yokohama 226-8502, Japan;

    rnDepartment of Environmental Science and Technology, Tokyo Institute of Technology, 4259 Nagatsuta, Midori-ku,Yokohama 226-8502, Japan;

    rnDepartment of Environmental Chemistry and Engineering,Tokyo Institute of Technology, 4259 Nagatsuta, Midori-ku,Yokohama 226-8502, Japan;

    rnDepartment of Environmental Science and Technology, Tokyo Institute of Technology, 4259 Nagatsuta, Midori-ku,Yokohama 226-8502, Japan;

    rnDepartment of Environmental Chemistry and Engineering,Tokyo Institute of Technology, 4259 Nagatsuta, Midori-ku,Yokohama 226-8502, Japan,Department of Environmental Science and Technology, Tokyo Institute of Technology, 4259 Nagatsuta, Midori-ku,Yokohama 226-8502, Japan;

    rnBureau of Sewerage, Tokyo Metropolitan Government, Tokyo 163-8001, Japan;

    rnBureau of Sewerage, Tokyo Metropolitan Government, Tokyo 163-8001, Japan,Water Quality Research Team, Public Works Research Institute, 1-6 Minamihara, Tsukuba 305-8516, Japan;

    rnBureau of Sewerage, Tokyo Metropolitan Government, Tokyo 163-8001, 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);
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  • 正文语种 eng
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  • 入库时间 2022-08-17 14:03:22

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