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首页> 外文期刊>Acta Chimica Slovenica >Effects of Activated Sludge on Hydrodynamic Characteristics of a Hollow Fiber Membrane Bioreactor
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Effects of Activated Sludge on Hydrodynamic Characteristics of a Hollow Fiber Membrane Bioreactor

机译:活性污泥对中空纤维膜生物反应器水动力特性的影响

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A submerged hollow fiber membrane module is a widely accepted wastewater membrane bioreactor.Membrane bioreactor with submerged membrane(HF MBR)is complex multiphase physico-chemico-biological system with internal interactions between process variables and dynamic changes within gas-liquid-solids phases.A study of hydrodynamics in an operating laboratory bioreactor at realistic working conditions is crucial for design and scale up of a bioreactor for wastewater treatment processes.Accumulation of high concentrations of biomass causes the occurrence of heterogeneous regions in a bioreactor.This paper focuses on the effects of activated sludge on average residence time,which is often quite different from the ideally designed hydraulic residence time(HRT)in a submerged hollow fiber membrane bioreactor.In this work,tracer experiments using Dirac 8 impulse of the saturated NaCl solution and monitoring electrical conductivity in the outflow with a flow-through conductivity cell were performed.From experiments at liquid flow rate range of 7.2-16.5 L h~(-1),air flow rate range of 1.7-5.1 m~3 h~(-1),and activated sludge concentrations MLSS 4.5-7.4 g L~(-1)probability density of residence time distribution(RTD)functions for hollow fiber membrane bioreactor and average residence times tau_(MBR)were calculated The relative residence time defined as the ratio of HF MBR tau_(MBR)and CSTR tau_(id)were evaluated as function of MLSS concentration.Proposed is a linear regression model of the relative residence time with MLSS concentration.The model has negative proportionality coefficient k =-0.0814 g/L of MLSS due to decrease of the relative residence time with increase of active sludge concentration.Statistical evaluation of the model gives the correlation coefficient of R~2 = 0.8374.Decrease of the mean residence time with increase of MLSS is discussed in view of non-uniform membrane fouling.
机译:浸没式中空纤维膜组件是被广泛接受的废水膜生物反应器,带浸没膜的膜生物反应器(HF MBR)是复杂的多相理化生物系统,其过程变量与气液固相中的动态变化之间存在内部相互作用。在实际工作条件下,对运行中的实验室生物反应器进行流体动力学研究对于设计和扩大用于废水处理过程的生物反应器至关重要。高浓度生物质的积累会导致生物反应器中异质区域的发生。活性污泥的平均停留时间,这通常与理想的设计在浸入式中空纤维膜生物反应器中的水力停留时间(HRT)有所不同。在这项工作中,使用Dirac 8脉冲的饱和NaCl溶液进行示踪剂实验并监测电导率使用流通式电导池进行流出d。在液体流量范围为7.2-16.5 L h〜(-1),空气流量范围为1.7-5.1 m〜3 h〜(-1),活性污泥浓度为MLSS 4.5-7.4 g L〜的条件下进行的实验(-1)计算中空纤维膜生物反应器的停留时间分布(RTD)函数的概率密度和平均停留时间tau_(MBR)。相对停留时间定义为HF MBR tau_(MBR)与CSTR tau_(id)之比提出了相对滞留时间与MLSS浓度的线性回归模型,该模型具有MLSS的负比例系数k = -0.0814 g / L,这是由于相对滞留时间随活性的增加而减少模型的统计评估得出相关系数R〜2 = 0.8374。针对膜污染不均匀的问题,讨论了平均滞留时间随MLSS的增加而减少的问题。

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