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DYNAMIC SIMULATION IS NECESSARY TO UNDERSTAND DIFFERNCES INDESIGN OF BIOLOGICAL NUTRIENT REMOVAL MBR PROCESSES

机译:必须进行动态模拟,以了解生物营养去除MBR过程的设计差异

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The increasingly stringent quality of effluent and the need to reclaim and reuse water arernpromoting application of biological nutrient removal (BNR) membrane reactor (MBR) systems.rnAt a given site, selection of a BNR process depends on influent characteristics and effluentrnquality expected from the treatment plant. Ideally, dynamic influent data should be used forrnprocess design. However, in most cases, average wastewater quality and flow is available at therndesign stage, without a detailed understanding of the dynamic nature of the specific source. Thisrnis a limitation in practice that can be addressed, to an extent, by incorporating sufficient safety inrnthe design.rnThis paper examined the design of BNR-MBR processes using BIOWIN? process simulationrnsoftware under average and dynamic wastewater conditions. The intent is to demonstrate thernnecessity of using dynamic quality to arrive at a proper design, since the actual influentrnconcentrations can vary by orders of magnitude with respect to average values. Regardless, thernplant is supposed to produce uniform effluent quality at all times. The MBR processes evaluated,rnmodified UCT (conventional), modified UCT (membrane) and modified Johannesburg, producedrndifferent design and operating conditions at steady state simulation compared to dynamicrnsimulation for the same target effluent quality. The dynamic simulation, using actual flows andrnwastewater quality data, showed significant differences in the process design and processresponses,rnconfirming the limitation of using the average wastewater quality for design.rnFurthermore, the evaluation indicated that modified Johannesburg (MJ) process, where a deoxygenationrnand denitrification reactor was introduced, to utilize the excess dissolved oxygenrn(DO) in mixed liquor from the membrane tank, resulted in an economical design for the specificrnwastewater and effluent criteria considered in this study.
机译:废水的质量日益严格以及对水的回收和再利用的需求促进了生物营养去除(BNR)膜反应器(MBR)系统的应用。在给定的地点,BNR工艺的选择取决于处理过程中预期的进水特性和废水质量厂。理想情况下,动态进水数据应用于过程设计。但是,在大多数情况下,在设计阶段可获得平均废水质量和流量,而无需详细了解特定来源的动态性质。这是实践中的局限性,可以通过在设计中加入足够的安全性在一定程度上解决该问题。本文研究了使用BIOWIN?的BNR-MBR工艺的设计。平均和动态废水条件下的过程模拟软件。目的是证明使用动态质量来进行正确设计的必要性,因为实际进水浓度可能相对于平均值变化几个数量级。无论如何,该植物在任何时候都应产生统一的废水质量。与相同目标废水质量的动态模拟相比,MBR流程评估,改进的UCT(常规),改进的UCT(膜)和约翰内斯堡的改进在稳态模拟下产生了不同的设计和运行条件。利用实际流量和废水质量数据进行的动态模拟表明工艺设计和工艺响应存在显着差异,这证实了使用平均废水质量进行设计的局限性。引入了反应器,以利用膜罐中混合液中过量的溶解氧(DO),从而为本研究中考虑的特定废水和废水标准进行了经济设计。

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