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IMPROVING COMBINED SEWER OVERFLOW AND TREATMENT PLANT PERFORMANCE BY REAL-TIME CONTROL OPERATION

机译:通过实时控制操作提高污水处理厂的溢流和综合性能

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Real time control (RTC) of sewer systems has been proven to be a cost-effective solution for reducing the qualitative impacts of both combined sewer overflow discharges into the receiving water bodies and shock loads to the treatment plant. In this paper the improvement of the performance of a quality-oriented CSO device by the application of RTC techniques to moveable gates is evaluated in terms of reduction of discharged volumes and pollutants. The potential benefits of RTC in terms of increase of water volumes and pollutant masses conveyed to the treatment plant have also been investigated. For these objectives a local control strategy based on the activation of the maximum in-line storage capacity has been adopted. The analysis has been carried out using a numerical model specifically developed for RTC applications. The implemented model is based on the fully-dynamic St. Venant equations for the flow and on the advection-dispersion equation for the analysis of pollutants in the sewer system. Simulations have been run with the quantitative and qualitative experimental data measured, during several rain events, in two Italian urban catchments, Cascina Scala (Pavia) and Fossolo (Bologna). The benefits of the introduction of the real time control have been evaluated separately by comparing the results of RTC scenarios (with one and two controlled gates) with the results obtained in the no-control scenario. Globally, in spite of the good performance of the adopted CSO device, the results of the simulations show remarkable advantages in terms of reduction of CSO discharges obtained with the RTC of one moveable sluice gate and the additional benefits provided by the introduction of the second gate. An appreciable increase of the total volume conveyed to the treatment plant is also obtained without exceeding the maximum treatment capacity.
机译:事实证明,下水道系统的实时控制(RTC)是一种经济有效的解决方案,可减少下水道溢流排放到接收水体中以及对处理厂的冲击负荷的定性影响。本文通过将RTC技术应用于可移动闸门来改善基于质量的CSO设备的性能,以减少排放量和减少污染物的方式进行评估。还研究了RTC在增加水量和输送到处理厂的污染物量方面的潜在好处。为了实现这些目标,采用了基于最大在线存储容量激活的本地控制策略。使用专门为RTC应用开发的数值模型进行了分析。所执行的模型基于全动态St. Venant流量方程和对流扩散方程来分析下水道系统中的污染物。在数个降雨事件中,在两个意大利城市集水区Cascina Scala(帕维亚)和Fossolo(博洛尼亚)使用定量和定性实验数据进行了模拟。通过将RTC方案(具有一个和两个受控门)的结果与在非控制方案中获得的结果进行比较,分别评估了引入实时控制的好处。在全球范围内,尽管所采用的CSO设备性能良好,但模拟结果显示出了显着的优势,即减少了一个可移动闸门的RTC所获得的CSO排放,以及引入了第二个闸门带来的额外好处。 。在不超过最大处理能力的情况下,也可以明显增加输送到处理设备的总体积。

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