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Modelling and control of potable water chlorination

机译:饮用水氯化的建模与控制

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The Umgeni Water Wiggins water treatment plant feeds the southern areas of Durban in South Africa and has a maximum treatment capacity of about 350 Ml/d. Two interconnected reservoirs at this facility hold treated water before it enters the distribution network, Because of the variable demand, the reservoir levels and residence times undergo considerable variation. This has a strong influence on the free chlorine concentration in the water leaving the reservoir, which should be 0.8 to 1.2 mg/l, to ensure an adequate disinfection potential within the network. This paper describes a model which accounts for the observed variations of chlorine concentration, and will form the basis of a predictive controller for the chlorine concentration in the outlet. [References: 9]
机译:Umgeni Water Wiggins水处理厂为南非德班的南部地区供水,最大处理能力约为350 Ml / d。在该设施中,两个相互连接的水库在处理水进入配水管网之前将其容纳。由于需求的变化,水库水位和停留时间会发生很大变化。这对离开水库的水中的游离氯浓度有很大影响,应该在0.8到1.2 mg / l之间,以确保管网内有足够的消毒潜力。本文描述了一个模型,该模型考虑了所观察到的氯浓度变化,并将构成出口中氯浓度预测控制器的基础。 [参考:9]

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