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Comparison of Different Methods for Evaluating the Hydraulics of a Pilot-Scale Upflow Anaerobic Sludge Blanket Reactor

机译:评估中规模上流厌氧污泥床反应器水力学的不同方法的比较

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Four methods commonly used in the literature for evaluating the hydraulics of Upflow Anaerobic Sludge Blanket (UASB) reactors were compared in a pilot-scale UASB reactor (518 L). The methods are based on the analysis of the tracer concentration curve in the collection points by using ionic lithium (Li~+) as a tracer. The tracer was collected at two points: in the effluent and in the sludge blanket. The methods evaluated were: (i) Qualitative analysis of the Residence Time Distribution (RTD) normalized curve (i.e., dimensionless with respect to concentration and time); (ii) empirical qualitative relations between experimental time and theoretical time by using the time-concentration tracer curve; (iii) dispersion number by using traditional equations; and (iv) dimensional axial dispersion model. The study was performed at theoretical hydraulic residence times (t_0) of 600, 480, 300, 240 and 180 min. The results obtained show that the lack of criteria for defining the flow inside the reactor (plug flow, dispersed-flow or complete-mix flow) yields inconsistencies in methods (ii) and (iii). In contrast, methods (i) and (iv) are consistent with each other and can be considered as complementary. For these last two methods, it was found that there is a dispersed flow in the reactor (effluent), and a complete-mix flow in the region of the sludge bed and sludge blanket. However, method (i) is qualitative and does not relate the flow pattern with the dispersion number or Peclet number that measures the mixing magnitude or the axial dispersion in biological reactors.
机译:在中试规模的UASB反应器(518 L)中,比较了文献中常用的四种评估上流厌氧污泥床(UASB)反应器水力的方法。该方法是基于使用离子锂(Li〜+)作为示踪剂对收集点中示踪剂浓度曲线的分析。示踪剂在两点收集:污水和污泥层。评估的方法是:(i)定性分析停留时间分布(RTD)归一化曲线(即,浓度和时间无量纲); (ii)使用时间浓度示踪曲线,确定实验时间与理论时间之间的经验定性关系; (iii)使用传统方程式的色散数; (iv)轴向尺寸离散模型。该研究是在600、480、300、240和180分钟的理论水力停留时间(t_0)下进行的。所获得的结果表明,缺乏确定反应器内部流量(活塞流,分散流或完全混合流)的标准会导致方法(ii)和(iii)不一致。相反,方法(i)和(iv)彼此一致,可以认为是互补的。对于这后两种方法,发现在反应器(流出物)中有分散流,在污泥床和污泥层的区域中有完全混合流。然而,方法(i)是定性的,并且没有将流动模式与测量生物反应器中的混合量或轴向分散的分散数或派克雷特数相关。

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