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Assessment of the residue quality and exportable energy from, and digester behavior during, the anaerobic digestion of municipal solid waste.

机译:评估城市固体废物厌氧消化过程中的残留物质量和可出口能源以及消化器的行为。

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摘要

This study represents an effort to better define the capabilities of anaerobic digestion as a method for disposal of municipal solid waste. The primary issues addressed herein are: (1) the long-term stability of an anaerobic digester using an MSW feed; (2) the characteristics of the solid digestion residue, or digestate; and (3) optimization of exportable energy (methane production) from the digestion process.; The experiment employed a two-level factorial design with three variables--hydraulic retention time (HRT), solids retention time (SRT), and leachate flow direction (upflow vs. downflow)--resulting in a total of eight treatments. The treatments were conducted on two identical three-stage sequenced batch digesters.; The digesters exhibited excellent stability over the duration of the experiment (420 days), although one digester failed near the end of the experiment. Failure probably resulted from a combination of: (1) operating conditions under which the digester could not sufficiently resist destabilizing influences, and (2) such a destabilizing influence.; Metals, especially heavy metals, tend to concentrate in digestates vis-a-vis their feeds. Based on existing regulations for land application of compost, the digestates produced during this experiment nonetheless would be allowable soil amendments.; Use of the shorter experimental HRT (10 days) versus the longer HRT (30 days) resulted in significant increases in both daily methane generation rate and specific methane production. Average per-treatment methane generation rates under the shorter HRT ranged from 0.22-0.42 volumes per digester volume per day (vvd), while under the longer HRT they ranged from 0.08-0.18 vvd. Average per-treatment specific methane productions under the shorter HRT ranged from 95.6-118.0 L/kg dry volatile solids (VS) loaded; under the longer HRT, they ranged from 21.1-64.2 L/kg dry VS.; Use of the shorter HRT also resulted in significantly greater feed mass losses than use of the longer HRT. Use of the longer SRT (63 days) resulted in significantly greater feed mass losses than use of the shorter SRT (42 days).
机译:这项研究代表了一项努力,以更好地定义厌氧消化的能力,将其作为处理城市固体废物的一种方法。本文讨论的主要问题是:(1)使用MSW进料的厌氧消化池的长期稳定性; (2)固体消化残渣的特性,即消化; (3)优化消化过程中的可出口能源(甲烷生产)。该实验采用两级因子设计,具有三个变量-液压保留时间(HRT),固体保留时间(SRT)和渗滤液流向(上流与下流)-共进行八种处理。处理是在两个相同的三阶段顺序分批消化器上进行的。尽管一个消化池在实验即将结束时失效,但其在整个实验过程中(420天)仍具有出色的稳定性。失败的原因可能是:(1)蒸煮器不能充分抵抗不稳定因素的操作条件;(2)这种不稳定因素。金属,特别是重金属,相对于其饲料往往集中在消化物中。根据现有的堆肥土地使用法规,本实验过程中产生的消化物仍然可以作为土壤改良剂。与较短的HRT(30天)相比,较短的实验HRT(10天)的使用导致每日甲烷产生速率和特定甲烷产量均显着增加。在较短的HRT下,每次处理的平均甲烷生成速率范围为每消化器每天体积(vvd)0.22-0.42体积(vvd),而在较长的HRT下,它们的范围为0.08-0.18 vvd。在较短的HRT下平均每次处理产生的特定甲烷产量为95.6-118.0 L / kg干挥发性固体(VS)。在更长的HRT下,它们的范围为21.1-64.2 L / kg干VS。与使用较长的HRT相比,使用较短的HRT还导致饲料质量损失明显更大。与使用较短的SRT(42天)相比,使用较长的SRT(63天)导致饲料质量损失明显更大。

著录项

  • 作者

    Hirshfeld, Stephen S.;

  • 作者单位

    The University of Wisconsin - Madison.;

  • 授予单位 The University of Wisconsin - Madison.;
  • 学科 Engineering Sanitary and Municipal.; Engineering Civil.; Engineering Environmental.
  • 学位 Ph.D.
  • 年度 1996
  • 页码 276 p.
  • 总页数 276
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;建筑科学;环境污染及其防治;
  • 关键词

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