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间歇加载过程中真菌生物滤池处理气相溶剂混合物的性能

Performance of a fungal biofilter treating gas-phase solvent mixtures during intermittent loading.

作者信息

Moe William M, Qi Bing

机构信息

3418G CEBA Building, Department of Civil and Environmental Engineering, Louisiana State University, Baton Rouge, LA 70803, USA.

出版信息

Water Res. 2004 May;38(9):2258-67. doi: 10.1016/j.watres.2004.02.017.

Abstract

Biological treatment processes used to remove and degrade volatile organic compounds (VOCs) from contaminated gases emitted by industrial operations or waste treatment processes are almost always subjected to transient loading conditions because of the inherently unsteady-state nature of contaminant generating processes. In the study presented here, a laboratory-scale biofilter populated by a mixed culture of fungi was used to study the transient response to various periods of no contaminant loading in a system treating a model waste gas stream containing a mixture of commonly used solvents. The biofilter, packed with cubed polyurethane foam media and operated with an empty bed residence time of 15s, was supplied with a four-component mixture of n-butyl acetate, methyl ethyl ketone, methyl propyl ketone, and toluene at target influent concentrations of 124, 50.5, 174, and 44.6 mg/m(3), respectively. This corresponds to a total VOC loading rate of 94.3g/(m(3)h). Biofilter performance was evaluated over a 94-day period for three loading conditions intended to simulate processes generating contaminated gases only during daytime operation, daytime operation with weekend shutdown periods, and with long term (9-day) shutdown. Results indicate that fungal biofilters can be an effective alternative to conventional abatement technologies for treating solvent contaminated off-gases even under discontinuous loading conditions.

摘要

用于去除和降解工业生产或废物处理过程中排放的污染气体中挥发性有机化合物(VOCs)的生物处理工艺,几乎总是会受到瞬态负荷条件的影响,这是因为污染物产生过程本身具有非稳态性质。在本文介绍的研究中,一个填充有真菌混合培养物的实验室规模生物滤池,被用于研究在处理含有常用溶剂混合物的模拟废气流系统中,对不同时间段无污染物负荷的瞬态响应。该生物滤池填充有立方体聚氨酯泡沫介质,空床停留时间为15秒,分别以124、50.5、174和44.6毫克/立方米的目标进水浓度供应乙酸正丁酯、甲乙酮、甲基丙基酮和甲苯的四组分混合物。这相当于总VOC负荷率为94.3克/(立方米·小时)。在94天的时间里,针对三种负荷条件评估了生物滤池的性能,这三种负荷条件旨在模拟仅在白天运行、白天运行且周末停机以及长期(9天)停机期间产生污染气体的过程。结果表明,即使在不连续负荷条件下,真菌生物滤池也可以成为处理溶剂污染废气的传统减排技术的有效替代方案。

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