首页> 外文期刊>Biochemical Engineering Journal >Oxygen transfer during aerobic biodegradation of pollutants in a dense activated sludge slurry bubble column: Actual volumetric oxygen transfer coefficient and oxygen uptake rate in p-nitrophenol degradation by acclimated waste activated sludge
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Oxygen transfer during aerobic biodegradation of pollutants in a dense activated sludge slurry bubble column: Actual volumetric oxygen transfer coefficient and oxygen uptake rate in p-nitrophenol degradation by acclimated waste activated sludge

机译:致密活性污泥浆状鼓泡塔中污染物需氧生物降解过程中的氧转移:驯化的废活性污泥在对硝基苯酚降解中的实际体积氧转移系数和氧吸收速率

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Volumetric oxygen transfer coefficient and oxygen uptake rate in a dense activated sludge slurry bubble column were measured by varying activated sludge concentrations (from 2000 to 8000 mg/L) and/or aeration rates (from 0.3 to 1.5 L min~(-1)). They were separately determined by the dynamic methods. The endogenous oxygen uptake rate of the activated sludge was estimated by monitoring the dissolved oxygen concentration change after turning off the air sparging in a stirred tank. The volumetric oxygen transfer coefficient in a dense activated sludge slurry bubble column was determined using the dissolved oxygen concentration profiles and the oxygen uptake rates predetermined from the separate measurements. While the oxygen uptake rate almost linearly increased with increasing the activated sludge concentration, the volumetric oxygen transfer coefficient decreased with an increase in the activated sludge concentration. Their empirical correlations were obtained as functions of activated sludge concentration by fitting the experimental data. For the aerobic biodegradation of p-nitrophenol (PNP) by acclimated waste activated sludge, the dynamic models for the dissolved oxygen mass balance and PNP degradation kinetics with the proposed correlations for volumetric oxygen transfer coefficient and oxygen uptake rate could successfully simulate the concentration profiles of dissolved oxygen and PNP during the time course of an aerobic biodegradation of PNP.
机译:通过改变活性污泥浓度(2000至8000 mg / L)和/或曝气速率(0.3至1.5 L min〜(-1))来测量致密活性污泥浆料鼓泡塔中的体积氧传递系数和氧气吸收率。它们是通过动态方法分别确定的。在关闭搅拌釜中的空气喷射后,通过监测溶解氧的浓度变化来估算活性污泥的内源性氧吸收率。使用溶解氧浓度分布图和从单独测量中预先确定的氧气吸收率,确定了致密活性污泥浆料鼓泡塔中的体积氧气传输系数。随着活性污泥浓度的增加,吸氧率几乎呈线性增加,而随着活性污泥浓度的增加,氧气的体积转移系数降低。通过拟合实验数据获得了它们的经验相关性,作为活性污泥浓度的函数。对于适应性废物活性污泥的好氧生物降解对硝基苯酚(PNP),溶解氧质量平衡和PNP降解动力学的动力学模型以及所建议的体积氧转移系数和吸氧率的相关性可以成功地模拟水中的浓度分布。在PNP有氧生物降解的过程中会溶解氧和PNP。

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