Section Sanitary Engineering, Water Management Department, Faculty of Civil Engineering and Geosciences, Delft University of Technology, the Netherlands; Department of Hydraulic Engineering, Deltares, Delft, 2600, MH, the Netherlands.
Section Sanitary Engineering, Water Management Department, Faculty of Civil Engineering and Geosciences, Delft University of Technology, the Netherlands; Department of Civil and Environmental Engineering, Water and wastewater systems engineering Research group, Norwegian University of Science and Technology, 7491, Trondheim, Norway.
Water Res. 2019 Jul 1;158:46-60. doi: 10.1016/j.watres.2019.04.016. Epub 2019 Apr 12.
Receiving water quality simulation in highly urbanised areas requires the integration of several processes occurring at different space-time scales. These integrated catchment models deliver results with a significant uncertainty level associated. Still, uncertainty analysis is seldom applied in practice and the relative contribution of the individual model elements is poorly understood. Often the available methods are applied to relatively small systems or individual sub-systems, due to limitations in organisational and computational resources. Consequently this work presents an uncertainty propagation and decomposition scheme of an integrated water quality modelling study for the evaluation of dissolved oxygen dynamics in a large-scale urbanised river catchment in the Netherlands. Forward propagation of the measured and elicited uncertainty input-parametric distributions was proposed and contrasted with monitoring data series. Prior ranges for river water quality-quantity parameters lead to high uncertainty in dissolved oxygen predictions, thus the need for formal calibration to adapt to the local dynamics is highlighted. After inferring the river process parameters with system measurements of flow and dissolved oxygen, combined sewer overflow pollution loads became the dominant uncertainty source along with rainfall variability. As a result, insights gained in this paper can help in planning and directing further monitoring and modelling efforts in the system. When comparing these modelling results to existing national guidelines it is shown that the commonly used concentration-duration-frequency tables should not be the only metric used to select mitigation alternatives and may need to be adapted in order to cope with uncertainties.
在高度城市化地区进行接收水水质模拟需要整合在不同时空尺度下发生的多个过程。这些综合集水区模型提供的结果具有显著的不确定性水平。然而,不确定性分析在实践中很少应用,并且对个别模型元素的相对贡献了解甚少。由于组织和计算资源的限制,通常应用于相对较小的系统或个别子系统的可用方法。因此,这项工作提出了一种不确定性传播和分解方案,用于评估荷兰一个大规模城市化河流集水区中溶解氧动态的综合水质建模研究。提出了测量和诱发的不确定性输入参数分布的正向传播,并与监测数据系列进行了对比。河流水质-数量参数的先验范围导致溶解氧预测的高度不确定性,因此需要正式校准以适应当地动态,这一点得到了强调。在通过流量和溶解氧的系统测量推断出河流过程参数后,合流污水溢流污染负荷与降雨变化一起成为主要的不确定性来源。因此,本文获得的见解有助于规划和指导系统中的进一步监测和建模工作。当将这些建模结果与现有的国家指南进行比较时,表明常用的浓度-持续时间-频率表不应该是唯一用于选择缓解替代方案的指标,并且可能需要进行调整以应对不确定性。