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生物过滤去除甲基异丁基酮(MIBK):实验研究与动力学建模。

Biofiltration for removal of methyl isobutyl ketone (MIBK): experimental studies and kinetic modelling.

机构信息

Chemical Engineering Group, Birla Institute of Technology and Science (BITS), Pilani - 333 031 (Rajasthan), India.

出版信息

Environ Technol. 2010 Jan;31(1):29-40. doi: 10.1080/09593330903289705.

Abstract

The present study deals with the biofiltration of methyl isobutyl ketone (MIBK), which is considered to be a highly toxic volatile organic compound. It is released from the paint and petrochemical industries and is one of the major contributors to air pollution. The biofiltration study was carried out on a lab scale for two months in the presence of acclimated mixed culture. The performance of the biofilter column was evaluated for different inlet loads of MIBK at air flow rates ranging from 0.18 to 0.3 m3 h(-1). The maximum removal efficiency of 93% was obtained after 60 days of biofilter operation for an inlet MIBK concentration of 0.45 g m(-3), and a microbial concentration of 2.36 x 10(8) CFU g(-1) of packing material was obtained. This led to a study of shock loadings for 20 days, by varying the inlet MIBK load and air flow rate after every five days, to observe the behaviour of the biofilter column in removing sudden loads of MIBK. The biokinetic constants r(max) and Ks were obtained using the Michaelis-Menten kinetics and were found to be 1.046 g m(-3) and 0.115 g m(-3) h(-1),respectively, with a coefficient of determination (R2) of 0.993. The obtained experimental results were validated with the Ottengraf and Van den Oever kinetic model. The critical inlet concentration, critical inlet load and biofilm thickness were also estimated using the results obtained from the model predictions.

摘要

本研究涉及甲基异丁基酮(MIBK)的生物过滤,MIBK 被认为是一种高毒性挥发性有机化合物。它从油漆和石化工业中释放出来,是空气污染的主要贡献者之一。在两个月的时间里,在驯化混合培养物的存在下,在实验室规模上进行了生物过滤研究。在空气流速为 0.18 至 0.3 m3 h(-1) 的范围内,针对不同的 MIBK 入口负荷,评估了生物滤柱的性能。在生物滤池运行 60 天后,当入口 MIBK 浓度为 0.45 g m(-3),微生物浓度为 2.36 x 10(8) CFU g(-1)的填充材料时,获得了 93%的最大去除效率。这导致在 20 天内进行了冲击负荷研究,每隔五天改变入口 MIBK 负荷和空气流速,以观察生物滤池柱在去除 MIBK 突发负荷时的行为。使用米氏动力学获得了 r(max)和 Ks 生物动力学常数,分别为 1.046 g m(-3)和 0.115 g m(-3) h(-1),决定系数(R2)为 0.993。用 Ottengraf 和 Van den Oever 动力学模型对获得的实验结果进行了验证。还使用模型预测结果估算了临界入口浓度、临界入口负荷和生物膜厚度。

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