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Modeling Nonsteady-State Conditions and Kinetics of Mass Transport for Hydrophobic Compounds in Activated-Sludge Treatment

机译:活性污泥处理中疏水化合物的非稳态条件和传质动力学模型

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摘要

A new model that describes the fate of hydrophobic and volatile organic compounds in activated-sludge treatment includes two novel features. First, all of the mass balances are nonsteady state, which allows the model to describe the effects of transients in loading, temperature, or operation. Second, the model describes the mass transfer of hydrophobic compounds with kinetics, not equilibrium. A series of examples demonstrate the new features of the model and how they can be important. When the kinetics of mass transfer are not fast, hydrophobic compounds remain significantly out of equilibrium, even when the system is operating at steady state. When the loading of a hydrophobic compound increases, its aqueous-phase concentration approaches (but does not quite reach) its steady-state concentration much more rapidly than does the density of the adsorbed hydrophobic compound. Finally, the importance of mass-transport kinetics between the aqueous and sorbed phases suggests that research should be focused on this poorly understood mechanism in activated sludge.
机译:描述疏水性和挥发性有机化合物在活性污泥处理中的命运的新模型包括两个新功能。首先,所有质量平衡都是非稳态的,这使模型可以描述瞬态对负载,温度或操作的影响。其次,该模型描述了具有动力学而非平衡的疏水化合物的传质。一系列示例演示了该模型的新功能以及它们的重要性。当传质动力学不快时,即使系统在稳定状态下运行,疏水性化合物仍明显不平衡。当疏水性化合物的负载增加时,其水相浓度比吸附的疏水性化合物的密度快得多(但不能完全达到)其稳态浓度。最后,在水相和吸附相之间进行传质动力学的重要性表明,研究应集中于对活性污泥的这种鲜为人知的机理。

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