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首页> 外文期刊>Journal of the air & waste management association >Bio-Oxidation of Airborne Volatile Organic Compounds in an Activated Sludge Aeration Tank
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Bio-Oxidation of Airborne Volatile Organic Compounds in an Activated Sludge Aeration Tank

机译:活性污泥曝气池中空气中挥发性有机物的生物氧化

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An activated sludge aeration tank (40 x 40 x 300 cm, width x length x height) with a set of 2-mm orifice air spargers was used to treat gas-borne volatile organic compounds (VOCs; toluene, p-xylene, and dichloromethane) in air streams. The effects of liquid depth (Z), aeration intensity (G/A), the overall mass-transfer rate of oxygen in clean water (K_La_(O_2)), the Henry's law constant of the tested VOC (H), and the influent gaseous VOC concentration (C_o) on the efficiency of removal of VOCs were examined and compared with a literature-cited model. Results show that the measured VOC removal efficiencies and those predicted by the model were comparable at a G/A of 3.75-11.25 m~3/m~2 · hr and C_o of ~1000-6000 mg/m~3. Experimental data also indicated that the designed gas treatment reactor with K_La_(O_2) = 5-15 hr~(-1) could achieve > 85% removal of VOCs with H = 0.24-0.25 at an aerated liquid depth of 1 m and > 95% removal of dichloromethane with H = 0.13 at a 1-m liquid depth.
机译:活性污泥曝气池(40 x 40 x 300 cm,宽x长x高),带有一组2毫米孔口空气喷射器,用于处理气体传播的挥发性有机化合物(VOC;甲苯,对二甲苯和二氯甲烷) )。液体深度(Z),曝气强度(G / A),净水中氧气的总传质速率(K_La_(O_2)),测试的VOC的亨利定律常数(H)和进水的影响检查了气态VOC浓度(C_o)对VOC去除效率的影响,并与文献引用的模型进行了比较。结果表明,在3.75-11.25 m〜3 / m〜2·hr的G / A和〜1000-6000 mg / m〜3的C_o下,测得的VOC去除效率与模型预测的相当。实验数据还表明,设计的K_La_(O_2)= 5-15 hr〜(-1)的气体处理反应器可在1 m充气深度和> 95的H = 0.24-0.25下实现> 85%的VOC去除。在1米深的液体中,H = 0.13的二氯甲烷去除率%。

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