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Assessment of the integrated urban water quality model complexity through identifiability analysis

机译:通过可识别性分析评估综合城市水质模型的复杂性

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Urban sources of water pollution have often been cited as the primary cause of poor water quality in receiving water bodies (RWB), and recently many studies have been conducted to investigate both continuous sources, such as wastewater-treatment plant (WWTP) effluents, and intermittent sources, such as combined sewer overflows (CSOs). An urban drainage system must be considered jointly, i.e., by means of an integrated approach. However, although the benefits of an integrated approach have been widely demonstrated, several aspects have prevented its wide application, such as the scarcity of field data for not only the input and output variables but also parameters that govern intermediate stages of the system, which are useful for robust calibration. These factors, along with the high complexity level of the currently adopted approaches, introduce uncertainties in the modelling process that are not always identifiable. In this study, the identifiability analysis was applied to a complex integrated catchment: the Nocella basin (Italy). This system is characterised by two main urban areas served by two WWTPs and has a small river as the RWB. The system was simulated by employing an integrated model developed in previous studies. The main goal of the study was to assess the right number of parameters that can be estimated on the basis of data-source availability. A preliminary sensitivity analysis was undertaken to reduce the model parameters to the most sensitive ones. Subsequently, the identifiability analysis was carried out by progressively considering new data sources and assessing the added value provided by each of them. In the process, several identifiability methods were compared and some new techniques were proposed for reducing subjectivity of the analysis. The study showed the potential of the identifiability analysis for selecting the most relevant parameters in the model, thus allowing for model simplification, and in assessing the impact of data sources for model reliability, thus guiding the analyst in the design of future monitoring campaigns. Further, the analysis showed some critical points in integrated urban drainage modelling, such as the interaction between water quality processes on the catchment and in the sewer, that can prevent the identifiability of some of the related parameters.
机译:经常将城市水污染源视为接收水体(RWB)中水质差的主要原因,并且最近进行了许多研究,以调查两种连续源,例如废水处理厂(WWTP)废水和间歇性源,例如下水道联合溢流(CSO)。必须综合考虑城市排水系统,即采用综合方法。但是,尽管已广泛展示了集成方法的优点,但是有几个方面阻止了它的广泛应用,例如,不仅缺乏输入和输出变量而且还限制了控制系统中间阶段的参数的现场数据的匮乏。对于强大的校准很有用。这些因素,以及当前采用的方法的高复杂性水平,在建模过程中引入了不确定性,这些不确定性始终无法识别。在这项研究中,可识别性分析被应用于一个复杂的综合流域:诺切拉盆地(意大利)。该系统的特点是两个污水处理厂为两个主要市区提供服务,并有一条小河作为RWB。通过使用先前研究中开发的集成模型对系统进行了仿真。这项研究的主要目的是评估可以根据数据源可用性估算出的正确参数数量。进行了初步的灵敏度分析,以将模型参数减少到最敏感的参数。随后,通过逐步考虑新数据源并评估每个数据源提供的附加值来进行可识别性分析。在此过程中,比较了几种可识别性方法,并提出了一些降低分析主观性的新技术。研究表明,可识别性分析具有潜力,可以选择模型中最相关的参数,从而简化模型,并评估数据源对模型可靠性的影响,从而指导分析师设计未来的监测方案。此外,分析还显示了集成城市排水模型中的一些关键点,例如集水区和下水道中水质过程之间的相互作用,这可能会阻止某些相关参数的可识别性。

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