Mathematical Model of a Collecting and Wastewater Treatment Integrated System

I. Vasiliev, L. Luca, M. Barbu, Alina Pricopie, S. Caraman
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引用次数: 1

Abstract

This paper addresses the mathematical model of an integrated system composed of a sewer network and a wastewater treatment plant (WWTP) that serves a city with a population of 250,000 inhabitants. The mathematical model also contains an adaptation interface between the sewer network and the WWTP. The BSM Sewer- Matlab / Simulink software package was used for the sewer network model. ASM2d model developed by the International Wastewater Association (IWA) in SIMBA development environment was used to model the plant. For the coupling of the two models, a conversion system was created between the components of the sewer network effluent and those of the influent of the WWTP. Numerical simulations of the integrated system mathematical model were performed considering an influent specific to five collecting areas from the urban area mentioned above.
收集与废水处理集成系统的数学模型
本文讨论了一个由污水管网和污水处理厂组成的综合系统的数学模型,该系统服务于一个拥有25万人口的城市。该数学模型还包含了污水管网与污水处理厂之间的自适应接口。使用BSM下水道- Matlab / Simulink软件包对下水道网络进行建模。采用国际废水协会(IWA)在SIMBA开发环境中开发的ASM2d模型对工厂进行建模。为了实现两种模型的耦合,在污水管网流出物和污水处理厂进水物之间建立了一个转换系统。对综合系统数学模型进行了数值模拟,并考虑了上述五个城市集流区的具体进水情况。
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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