Institut national de la recherche scientifique, Centre Eau Terre Environnement, 490, rue de la Couronne, Québec (QC), G1K 9A9, Canada.
Institut national de la recherche scientifique, Centre Eau Terre Environnement, 490, rue de la Couronne, Québec (QC), G1K 9A9, Canada.
Water Res. 2022 Aug 1;221:118753. doi: 10.1016/j.watres.2022.118753. Epub 2022 Jun 14.
The impact of integrating large-scale distribution of green infrastructures (GIs) with different real-time control strategies on combined sewer overflows (CSOs) is assessed for the southern area of the City of Montreal's combined sewer system (Canada). An iterative process involving a synthetic design rainfall event and model predictive control (MPC) of the sewer system is developed to distribute GIs according to cost-efficiency and spatial analysis criteria. The distributed GIs are alternatively integrated with static, rule-based control (RBC) and MPC, for which model simulations are performed for a two-month period. The performance of the three strategies is compared in terms of CSO volume and frequency reductions, fulfillment of the outfall environmental priorities and transfer of runoff capture to CSO volume reduction. A gradual increase in GI implementation levels and an alternative scenario of GIs distribution are also considered to assess the performance of the two real-time control (RTC) strategies. By comparing the scenarios where GIs are uniformly distributed with those where no GIs are implemented and omitting the most extreme rainfall event, average CSO volume reduction is about 65%, 82% and 92%, respectively, for static control, RBC and MPC. Moreover, the scenario integrating GIs with MPC is the only one permitting to avoid almost all CSO events and the fulfilment of the outfall environmental priorities. GIs efficiency performance (the transferability between global runoff capture and CSO volume reduction) is also the highest under MPC, even when considering varying GI implementation levels and spatial distribution schemes.
评估了将大规模绿色基础设施 (GIs) 分布与不同实时控制策略相结合对蒙特利尔市合流制排水系统(加拿大)南部地区合流制污水溢流 (CSO) 的影响。开发了一个涉及综合设计降雨事件和下水道系统模型预测控制 (MPC) 的迭代过程,以根据成本效益和空间分析标准分配 GIs。替代地,将分布式 GIs 与静态、基于规则的控制 (RBC) 和 MPC 集成,针对这两种情况,进行了为期两个月的模型模拟。根据 CSO 体积和频率减少、排放口环境优先级的实现以及径流捕获转移到 CSO 体积减少等方面,比较了这三种策略的性能。还考虑了逐步增加 GI 实施水平和替代 GIs 分布方案,以评估两种实时控制 (RTC) 策略的性能。通过比较 GIs 均匀分布的情景与未实施 GIs 的情景,并省略最极端的降雨事件,静态控制、RBC 和 MPC 的平均 CSO 体积减少分别约为 65%、82%和 92%。此外,与 MPC 集成的 GIs 方案是唯一允许避免几乎所有 CSO 事件和实现排放口环境优先级的方案。即使考虑到不同的 GI 实施水平和空间分布方案,MPC 下的 GIs 效率性能(全球径流捕获与 CSO 体积减少之间的可转移性)也是最高的。