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Evaluation of the operation performance of a municipal activated sludge unit

机译:市政活性污泥装置运行性能评估

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The objective of this work was the evaluation of the operation of a municipal activated sludge unit and the assessment of potential correlations between the operating parameters that might affect the process performance. Samples were collected from various points of a plant receiving about 40,000 m~3 day~(-1) and were analyzed for the determination of a number of parameters. The assessment of the effluent parameters and the statistical evaluation of the values during an one year monitoring period proved an efficient operation of the plant, resulting to an effluent of low organic loading and nitrogen concentration. COD average values did not exceed 60 mg l~(-1), while maximum values remained always lower than 95 mg l~(-1). These parameters remained almost constant during the monitoring period, and were not affected by potential variations of influent characteristics. The assessment of the activated sludge process took place by the measurement of the mixed liquor suspended solids and the sludge volume index; MLSS content varied between 2,000 and 6,000 mg l~(-1), and SVI showed a similar trend by the time. The examination of the operation parameters of the anaerobic digesters included the measurement of the solids content, volatile acids and total alkalinity; suspended solids and volatile solids presented similar behaviour with a ratio of VSS/SS about 60%. The statistical analysis of various parameters revealed a positive linearity between suspended solids and sludge volume index and suspended solids and volatile suspended solids in the homogenizer and the digesters; this analysis could be used for the assessment of the efficient performance of a treatment plant and the early identification of potential problems.
机译:这项工作的目的是评估市政活性污泥单元的运行情况,并评估可能影响工艺性能的运行参数之间的潜在相关性。从接收约40,000 m〜3 day〜(-1)的工厂的各个点收集样品,并进行分析以确定许多参数。在一年的监测期内,废水参数的评估和数值的统计评估证明了该设备的有效运行,从而导致废水中有机负荷和氮浓度较低。 COD平均值不超过60 mg l〜(-1),而最大值始终低于95 mg l〜(-1)。这些参数在监控期间几乎保持不变,并且不受进水特性潜在变化的影响。活性污泥工艺的评估是通过测量混合液悬浮固体和污泥体积指数来进行的; MLSS含量在2,000至6,000 mg l〜(-1)之间变化,到那时SVI表现出相似的趋势。厌氧消化池的运行参数检查包括固体含量,挥发性酸和总碱度的测量。悬浮固体和挥发性固体表现出相似的行为,VSS / SS的比率约为60%。对各种参数的统计分析表明,均质器和消化池中的悬浮固体和污泥体积指数与悬浮固体和挥发性悬浮固体之间呈正线性关系。该分析可用于评估处理厂的有效性能并及早发现潜在问题。

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