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首页> 外文期刊>Journal of Environmental Engineering >Framework for Enhanced Stormwater Management by Optimization of Sewer Pumping Stations
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Framework for Enhanced Stormwater Management by Optimization of Sewer Pumping Stations

机译:下水道泵站优化提高雨水管理的框架

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摘要

Control and reduction of pollution from stormwater overflow is a major concern to be addressed by municipalities in order to improve the quality of the receiving water bodies and the environment in general. In the European context, these actions are driven by the Water Directive 2000/60/CE. In this regard, assessment studies of the potential load from sewer networks recognize the need for adaptation and upgrade of existing networks with waterworks and management measures. In many cases this is done by building first-flush detention tanks that, however, present consistent practical and economical burdens. In this work, simple rules to manage existing pumping stations in combined sewer systems are proposed as a way to apply management rules that mitigate pollution load. Such rules can be easily implemented in real cases with minimal cost of activation and no need of additional infrastructures. The procedure is based on the previous knowledge of the precipitation forcing and of a quantity/quality model of the sewer network. The steps adopted are (1)use of a (long-term, high-resolution) sequence of rainfall events to compute a wide spectrum of flow conditions (hydrographs and pollutographs) to the pumping stations; (2)definitions of a pumping rule to apply to the whole sequence of events to filter the incoming flow toward the wastewater treatment plant, so to compute outflows; and (3)efficiency assessment of the pumping rule by cumulative frequency analysis of water volume, pollutant mass, and pollutant mean concentration. Rule optimization can be performed by iterating points (2) and (3). An example is proposed to show how two simple parameters (a discharge threshold on the inflow and a maximum pumping time) can control the management of water and pollutant fluxes. Numerical results show that a proper optimization allows one to reduce the pumped volumes (thus reducing energy requirements and increasing the treatment plant efficiency) without significant changes to the overall pollutant mass outflow. The new pumping rules can be implemented on real stations with minimal and economically sustainable interventions.
机译:从雨水溢出的控制和减少污染是市政当局解决的主要问题,以提高接收水机构和环境的质量。在欧洲背景下,这些行动由水指令2000/60 / CE驱动。在这方面,下水道网络的潜在负荷的评估研究识别需要具有水厂和管理措施的现有网络的适应和升级。在许多情况下,这是通过构建第一冲洗拘留箱来完成的,然而,目前一致的实际和经济负担。在这项工作中,提出了在组合下水道系统中管理现有泵站的简单规则作为应用减轻污染负荷的管理规则的方法。这些规则可以在实际情况下轻松实现,并且最小的激活成本,不需要额外的基础设施。该程序基于先前的降水强制解和下水道网络的数量/质量模型的知识。采用的步骤是(1)使用(长期高分辨率)的降雨事件序列,以将广谱的流动条件(文文照片和污染仪)计算到泵站; (2)泵送规则的定义适用于整个事件序列,以将进入流向过滤朝向废水处理厂,从而计算流出; (3)泵送规则累计评估水分,污染物质量和污染物平均浓度的累积频率分析。可以通过迭代点(2)和(3)来执行规则优化。提出了一个例子来展示两个简单的参数(流入上的放电阈值和最大泵送时间)可以控制水和污染物助核的管理。数值结果表明,适当的优化允许人们减少泵浦体积(从而降低能量要求并增加治疗厂效率),而不会对整个污染物质量流出的显着变化。新的抽水规则可以在具有最小和经济可持续的干预措施的实际站上实现。

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