Sewer Network Model of a City with a Medium-Sized Population

I. Vasiliev, L. Luca, M. Barbu, Ramón Vilanova, S. Caraman
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引用次数: 4

Abstract

A model of a sewer network for a medium city located in Easter Romania with 250,000 inhabitants is presented in the paper. The model was developed using BSM Sewer software package. An influent was also determined considering the 5 collecting areas and defined on a time- horizon of 28 days. The influent has the following components: a domestic one calculated using the average wastewater production of each inhabitant with specific loads and considering daily, weekly and yearly variations, a pluviometric one proportional to the collecting area surface that includes a rain event and a storm one and an industrial influent (considered only for the 5th collecting area). The model was tested in different operating conditions of the sewer network considering three operating points given by the values of the valve opening and pumps flows at the tank outlets. The results were analyzed based on 10 performance indicators implemented by researchers from Lund University for BSM Sewer. They showed the need for an optimization of the operating regime of the sewer network in terms of volume and quality of discharged water.
中等人口城市的污水管网模型
本文介绍了罗马尼亚东部一个拥有25万居民的中等城市的污水管网模型。该模型采用BSM下水道软件包进行开发。考虑到5个收集区,还确定了一个影响,并确定了28天的时间范围。进水有以下组成部分:一个是家庭污水,根据每个居民的平均废水产生量计算,并考虑到每日、每周和每年的变化,一个是与收集区面积成比例的雨水计量污水,包括降雨事件和风暴,还有一个是工业污水(仅考虑第5个收集区)。该模型在污水管网的不同运行条件下进行了试验,并考虑了由水箱出口阀门开度和泵流量给定的三个工作点。结果是根据隆德大学的研究人员对BSM下水道实施的10项性能指标进行分析的。它们表明,需要在排水的数量和质量方面对下水道网络的操作制度进行优化。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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