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城市排水网络的功能和结构弹性评估:基于物理指导的图形替代模型

Mohammad Rajabi¹, Mohsen Hajibabaei¹, Aun Dastgir¹

¹Unit of Environmental Engineering, Department of Infrastructure Engineering, University of Innsbruck, Innsbruck, Austria.

|October 22, 2025

概括

本研究提出了一种基于图形的快速模型,用于评估城市排水网络的弹性. 它准确地预测了故障期间的网络性能,超过了传统的水力动力学模型.

科学领域:

环境工程环境工程
液压工程液压工程是指水力工程.
网络科学网络科学

背景情况:

城市排水网络 (UDNs) 的有效管理需要在故障场景下进行快速的弹性评估.
传统的水力动力学模型,如风暴水管理模型 (SWMM),是计算密集型的,限制了实时应用.
开发高效的替代模型对于UDN设计,改装和管理至关重要.

研究的目的:

引入一种新的以物理为导向的基于图形的方法,以快速准确地评估UDN的弹性.
为UDN弹性评估提供传统水力动力学模型的计算效率高的替代方案.
用现实世界的案例研究来验证拟议的模型与既定方法的一致性.

主要方法:

开发了一个以物理为导向的替代模型,使用图形理论进行UDN弹性评估.
使用最大分捕获流作为输入,采用从SWMM输出的非线性方法.
纳入加权最短路径方法和液压信息图表指标,用于流量路由和故障分析.

主要成果:

与SWMM相比,基于图形的模型显著加快了弹性评估.
该方法有效地评估了UDN在结构 (例如,管道故障) 和功能 (例如,强降雨) 场景下的弹性.
与两个现实世界案例研究的验证显示了与基于SWMM的弹性计算的高度一致性.

结论:

这种基于图形的新方法为UDN弹性评估提供了计算效率高,准确的方法.
这种以物理为导向的模型为实时UDN管理和设计提供了传统水力动力学模型的可行替代方案.
该方法表明,有很大的潜力提高城市水利基础设施的稳定性和可靠性.

关键词:

复杂网络理论复杂网络理论水力动力学模型水力动力学模型管道发生故障.雨水网络的风水网络.城市洪水管理城市洪水管理

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