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Challenges and Opportunities in Modelling a Regional Water System with Interchangeable Sources

机译:具有可互换水源的区域供水系统建模的挑战与机遇

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Metro Vancouver (MV) serves over two million people and comprises 22 member municipalities, one electoral area and one treaty First Nation. MV provides a variety of services to its members, including regional water supply treatment and transmission. The primary sources of water supply are the Capilano, Seymour and Coquitlam reservoirs. The Seymour and Capilano reservoirs supply up to 70% of MV's drinking water, with the Coquitlam Reservoir supplying the remainder. MV's regional supply system consists of 550 kilometres of water mains, 14 pump stations, and 20 peaking reservoirs. Three primary chlorination treatment stations, six pressure regulating sites and 113 metering stations are also included in the system.Historically, any one of the three sources could be removed from service under winter demands. This has sometimes been necessary to address periodic episodes of elevated turbidity resulting from winter storms. However, the system dynamics will change significantly with the commissioning of a new filtration plant located in the Seymour area. Water from both the Capilano and Seymour sources will be mixed and filtered at the Seymour Capilano Filtration Plant (SCFP) and transmitted to the system. The new SCFP will ensure that clean drinking water can continue to be provided via both the Capilano or Seymour headworks during a turbidity event in either of those reservoirs. This step change in system operation, however, will alter the hydraulic heads delivered by the Capilano and Seymour systems, hence posing a significant change in system dynamics.Due to the highly dynamic and complex nature of MV's regional water supply system, a hydraulic simulation model of the water system was developed using EPANET software to assist in system assessment. This paper outlines the challenges in using this model to develop both short-term operational strategies and long-term planning strategies. After presenting an overview of model development, calibration, verification and scenario simulation, two case studies will be discussed in this paper: (1) Investigating options for supplying a member municipality, the City of Richmond, with temporary alternative sources due to supply disruptions during construction of a major subway line which severed their primary feed; and (2) Reviewing options to defer a second supply intake at Coquitlam by maximizing supply from the Capilano and Seymour sources.
机译:大温哥华地区(MV)服务超过200万人,包括22个成员城市,一个选举区和一项《原住民条约》。 MV为其成员提供各种服务,包括区域供水处理和输送。供水的主要来源是卡皮拉诺(Capilano),西摩(Seymour)和高贵林(Coquitlam)水库。西摩(Seymour)和卡皮拉诺(Capilano)水库提供了MV最高70%的饮用水,而高贵林水库提供了其余的水。 MV的区域供水系统包括550公里的供水总管,14个泵站和20个峰值水库。系统中还包括三个初级氯化处理站,六个压力调节站和113个计量站。 从历史上看,这三个来源中的任何一个都可以在冬季需求下停止使用。有时对于解决由冬季风暴导致的浊度升高的周期性事件有时是必要的。但是,随着位于西摩地区的新过滤厂的投产,系统动力学将发生重大变化。来自Capilano和Seymour的水将在Seymour Capilano过滤厂(SCFP)进行混合和过滤,然后传输到系统中。新的SCFP将确保在这两个水库中的任何一个发生浑浊事件期间,可以继续通过Capilano或Seymour总部提供清洁的饮用水。但是,系统操作中的这一阶段变化将改变Capilano和Seymour系统提供的液压头,从而对系统动力学造成重大影响。 由于MV区域供水系统的高度动态性和复杂性,使用EPANET软件开发了供水系统的水力仿真模型,以协助进行系统评估。本文概述了使用此模型开发短期运营策略和长期计划策略时所面临的挑战。在介绍了模型开发,校准,验证和方案模拟的概述之后,本文将讨论两个案例研究:(1)调查为成员城市里士满市提供临时替代资源的备选方案,这些城市由于供应中断而在2007年期间供应中断。修建一条主要的地铁线路以切断其主要供电; (2)审查通过最大化Capilano和Seymour来源的供应来推迟高贵林第二供应的选择。

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