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被动曝气生物反应器中城市固体废物有机组分稳定化的需氧量。

Oxygen demand for the stabilization of the organic fraction of municipal solid waste in passively aerated bioreactors.

作者信息

Kasinski Slawomir, Wojnowska-Baryla Irena

机构信息

University of Warmia and Mazury in Olsztyn, Department of Environmental Biotechnology, Sloneczna, St. 45 G, 10-709 Olsztyn, Poland.

University of Warmia and Mazury in Olsztyn, Department of Environmental Biotechnology, Sloneczna, St. 45 G, 10-709 Olsztyn, Poland.

出版信息

Waste Manag. 2014 Feb;34(2):316-22. doi: 10.1016/j.wasman.2013.10.037. Epub 2013 Nov 21.

Abstract

Conventional aerobic waste treatment technologies require the use of aeration devices that actively transport air through the stabilized waste mass, which greatly increases operating costs. In addition, improperly operated active aeration systems, may have the adverse effect of cooling the stabilized biomass. Because active aeration can be a limiting factor for the stabilization process, passive aeration can be equally effective and less expensive. Unfortunately, there are few reports documenting the use of passive aeration systems in municipal waste stabilization. There have been doubts raised as to whether a passive aeration system provides enough oxygen to the organic matter mineralization processes. In this paper, the effectiveness of aeration during aerobic stabilization of four different organic fractions of municipal waste in a reactor with an integrated passive ventilation system and leachate recirculation was analyzed. For the study, four fractions separated by a rotary screen were chosen. Despite the high temperatures in the reactor, the air flow rate was below 0.016 m(3)/h. Using Darcy's equation, theoretical values of the air flow rate were estimated, depending on the intensity of microbial metabolism and the amount of oxygen required for the oxidation of organic compounds. Calculations showed that the volume of supplied air exceeded the microorganisms demand for oxidation and endogenous activity by 1.7-2.88-fold.

摘要

传统的好氧废物处理技术需要使用曝气装置,该装置将空气主动输送通过稳定化的废物堆体,这大大增加了运营成本。此外,主动曝气系统操作不当可能会对稳定化的生物质产生冷却的不利影响。由于主动曝气可能是稳定化过程的限制因素,被动曝气同样有效且成本更低。不幸的是,很少有报告记录被动曝气系统在城市垃圾稳定化中的应用。有人对被动曝气系统是否能为有机物矿化过程提供足够的氧气提出了疑问。本文分析了在具有集成被动通风系统和渗滤液再循环的反应器中,对城市垃圾的四种不同有机组分进行好氧稳定化处理期间曝气的有效性。为了进行这项研究,选择了通过旋转筛分离出的四个组分。尽管反应器内温度很高,但空气流速低于0.016立方米/小时。使用达西方程,根据微生物代谢强度和有机化合物氧化所需的氧量估算了空气流速的理论值。计算表明,供应的空气量超过微生物氧化和内源活动所需量的1.7至2.88倍。

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