Department of Civil and Environment Engineering (DICA), Politecnico di Milano, Piazza Leonardo da Vinci 32, 20129, Milan, Italy.
DTU Environment, Technical University of Denmark, Bygningstorvet, Building 115, 2800, Kongens Lyngby, Denmark; DHI A/S, Agern Allé, 2970, Hørsholm, Denmark.
J Environ Manage. 2019 Sep 15;246:141-149. doi: 10.1016/j.jenvman.2019.05.139. Epub 2019 Jun 5.
Conceptual sewer models are useful tools to assess the fate of micropollutants (MPs) in integrated wastewater systems. However, the definition of their model structure is highly subjective, and obtaining a realistic simulation of the in-sewer hydraulic retention time (HRT) is a major challenge without detailed hydrodynamic information or with limited measurements from the sewer network. This study presents an objective approach for defining the structure of conceptual sewer models in view of modelling MP fate in large urban catchments. The proposed approach relies on GIS-based information and a Gaussian mixture model to identify the model optimal structure, providing a multi-catchment conceptual model that accounts for HRT variability across urban catchment. This approach was tested in a catchment located in a highly urbanized Italian city and it was compared against a traditional single-catchment conceptual model (using a single average HRT) for the fate assessment of reactive MPs. Results showed that the multi-catchment model allows for a successful simulation of dry weather flow patterns and for an improved simulation of MP fate compared to the classical single-catchment model. Specifically, results suggested that a multi-catchment model should be preferred for (i) degradable MPs with half-life lower than the average HRT of the catchment and (ii) MPs undergoing formation from other compounds (e.g. human metabolites); or (iii) assessing MP loads entering the wastewater treatment plant from point sources, depending on their location in the catchment. Overall, the proposed approach is expected to ease the building of conceptual sewer models, allowing to properly account for HRT distribution and consequently improving MP fate estimation.
概念性下水道模型是评估综合废水系统中微污染物(MPs)命运的有用工具。然而,其模型结构的定义具有高度主观性,并且在没有详细水动力信息或下水道网络测量数据有限的情况下,获得真实的下水道水力停留时间(HRT)模拟是一个主要挑战。本研究提出了一种针对大型城市流域中 MPs 命运建模的概念性下水道模型结构定义的客观方法。该方法依赖于 GIS 信息和高斯混合模型来识别模型的最优结构,提供了一种多流域概念模型,可考虑城市流域中 HRT 的变异性。该方法在一个位于高度城市化的意大利城市的流域中进行了测试,并与传统的单一流域概念模型(使用单一平均 HRT)进行了比较,以评估反应性 MPs 的命运。结果表明,多流域模型允许成功模拟旱季流模式,并与传统的单一流域模型相比,可改善 MPs 命运的模拟。具体而言,结果表明,对于(i)半衰期短于流域平均 HRT 的可降解 MPs 和(ii)由其他化合物(例如人类代谢物)形成的 MPs,或者(iii)根据其在流域中的位置,评估从点源进入废水处理厂的 MPs 负荷,应优先采用多流域模型。总体而言,该方法有望简化概念性下水道模型的构建,能够正确考虑 HRT 分布,从而提高 MPs 命运估计的准确性。