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Binary biosorption of phenol and chromium(VI)onto immobilized activated sludge in a packed bed:Prediction of kinetic parameters and breakthrough curves

机译:固定床中固定化活性污泥对苯酚和六价铬的二元生物吸附:动力学参数和突破曲线的预测

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Simultaneous biosorption of phenol and chromium(VI)ions to Mowital~R B30H resin immobilized activated sludge from binary mixture was studied and compared with single phenol or chromium(VI)biosorption in a continuous packed bed column.The phenol and chromium(VI)binding capacity of biosorbent was shown as a function of single and dual pollutant concentrations at a flow rate of 0.8 ml min~(-1)and at a pH value of 1.0.The equilibrium uptake (or column biosorption capacity)of each pollutant was determined by evaluating the breakthrough curves obtained at different inlet concentrations changing 50-500 mg l~(-1)in single and binary systems.The maximum column biosorption capacity of dried activated sludge was 9.0mgg~(-1)for phenol and 18.5 mgg~(-1)for chromium(VI)at single ion situation.The column sorption capacity of immobilized dried activated sludge for phenol (or for chromium(VI))decreased notably due to the presence of other component.The mono-and multi-component sorptions in packed bed were expressed by the Yoon and Nelson model to determine the kinetic constants and to predict the breakthrough curves of each component.The functional relationship between Yoon and Nelson kinetic constant of each component and concentrations of phenol and chromium(VI)in binary mixture was determined by using Response Surface Methodology.
机译:研究了二元混合物对苯并铬(VI)离子同时吸附在Mowital〜R B30H树脂固定化活性污泥上的吸附特性,并与连续填充床柱中的单酚或铬(VI)吸附特性进行了比较。在0.8 ml min〜(-1)的流速和pH值为1.0的条件下,生物吸附剂的容量显示为单一和双重污染物浓度的函数。每种污染物的平衡吸收(或柱生物吸附容量)由评估了在单进水和二进水系统中,不同入口浓度变化50-500 mg l〜(-1)时获得的穿透曲线。干燥后的活性污泥对苯酚的最大吸附柱容量为9.0mgg〜(-1)和18.5 mgg〜( -1)在单离子状态下的六价铬。固定化干燥活性污泥对苯酚(或六价铬)的柱吸附能力由于其他组分的存在而显着降低。单组分和多组分吸附在带包装的床上用Yoon和Nelson模型表示,确定动力学常数并预测各组分的突破曲线。通过下述方法确定了Yoon和Nelson动力学常数与二元混合物中苯酚和铬(VI)浓度的函数关系。使用响应面方法。

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