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Risk-Based Performance Assessment of Stormwater Drainage Networks under Climate Change: A Case Study in the City of Kingston, ON

机译:气候变化下基于雨水排水网络的基于风险的性能评估:以安大略省金斯敦市为例

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The ability of urban drainage systems to operate satisfactorily under a wide range of possible future hydrologic conditions is an important system characteristic. As weather patterns shift, it is important to understand how local infrastructure may be affected as extreme rainfall events have the potential to cause direct and indirect damages to communities. Continuous simulation in SWMM 5.1 coupled with synthetic precipitation files generated using GCM outputs were used to assess the risk-based performance in terms of reliability, resiliency, and vulnerability of an urban drainage system in the City of Kingston, Ontario, Canada. The study drainage network investigated in this paper never experienced a flooding or surcharging event (i.e., 100% system reliability), however, an observed positive trend in the ratio of conduit depth to full depth over time indicates the potential for unsatisfactory system performance in the future as a result of changing hydrologic conditions due to climate change.
机译:城市排水系统在未来可能的广泛水文条件下能令人满意地运行的能力是重要的系统特性。随着天气模式的变化,了解极端降雨事件可能对社区造成直接和间接破坏的可能性,了解当地基础设施可能会受到何种影响非常重要。在SWMM 5.1中进行连续模拟,并结合使用GCM输出生成的合成降水文件,以评估加拿大安大略省金斯顿市城市排水系统的可靠性,弹性和脆弱性为基础,基于风险的绩效。本文研究的排水网络从未经历过洪水或溢流事件(即100%的系统可靠性),但是,随着时间的推移,观察到的导管深度与全深度之比呈正趋势,这表明系统性能可能不尽如人意。由于气候变化而改变水文条件的结果。

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