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Flood Reduction in Urban Drainage Systems: Cooperative Operation of Centralized and Decentralized Reservoirs

机译:城市排水系统的减洪:集中式和分散式水库的协同运行

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Failure of drainage systems leads to urban flooding; therefore, structural measures such as the installation of additional drainage facilities, including pump stations and detention reservoirs, have been adopted in the past to prevent and mitigate urban flooding. These measures, however, are costly and time consuming. To maximize flood mitigation efficiency, it is essential to also implement non-structural measures such as effective operation of drainage facilities. In this study, we propose a new cooperative operation scheme for urban drainage systems that involves linking centralized reservoir (CR) and decentralized reservoir (DR) operations by sharing water level information at monitoring nodes. Additionally, we develop a resilience index to assess the system's ability to mitigate, restore, and recover from inundation (i.e., failure). Most results show that flood reduction and resilience in cooperative operations are better than the current operation. However, the results of CR operation for 2010 are worse than the current operation at high monitoring node levels (1.4 m–1.5 m), and the results of DR operation for 2011 are worse than the current operation at low monitoring node levels (0.8 m–0.9 m). All results related to flood reduction and resilience in cooperative operation are superior to the current operation.
机译:排水系统故障导致城市洪水泛滥;因此,过去已经采取了结构性措施,例如安装了额外的排水设施,包括泵站和滞留水库,以防止和减轻城市洪灾。但是,这些措施既昂贵又费时。为了最大程度地提高防洪效率,还必须实施非结构性措施,例如排水设施的有效运行。在这项研究中,我们提出了一种新的城市排水系统协同运行方案,该方案涉及通过在监视节点处共享水位信息来链接集中式水库(CR)和分散式水库(DR)的操作。此外,我们开发了弹性指标来评估系统缓解,恢复和从淹没(即故障)中恢复的能力。大多数结果表明,合作运营中的防洪减灾能力强于当前运营。但是,2010年的CR操作结果比高监视节点级别(1.4 m–1.5 m)的当前操作差,而2011年的DR操作结果比低监视节点级别(0.8 m的当前操作)差。 –0.9 m)。与合作运营中的防洪减灾和防灾能力相关的所有结果均优于当前运营。

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