多类型暴雨模式下城市内涝致灾机制分析OA
Urban flood disaster mechanisms under multi-type storm patterns
为揭示不同暴雨雨型对城市内涝灾害的影响,构建耦合水动力模型,基于实测降雨数据识别出 6 种典型雨型,模拟武汉市汉阳区在不同雨型、重现期及湖泊水位组合情景下的内涝响应过程.结果表明:内涝高风险区主要分布于龙阳湖与墨水湖上游片区;在湖泊汛前预降水位和 100 a 一遇条件下,后峰型降雨导致的极高风险区面积占比最高,达 0.21%,双峰后峰型和前峰型次之,双峰均匀型最低;短时强降雨超出排水能力是内涝发生的直接诱因,其中雨峰集中或雨峰偏后均会加剧管网负荷,使得前峰型与双峰后峰型在高重现期下表现出较高的内涝风险;在低湖泊水位时,管网排水能力是主导内涝发展的关键因素,而在高水位条件下,调蓄容量不足与闸泵调度时机则成为控制内涝风险的核心要素.研究成果可为复杂降雨情景下城市排涝调度与风险防控提供参考.
To examine how storm temporal patterns affect urban waterlogging,a case study was conducted in Hanyang District,Wuhan City.We identified six representative rainfall patterns from observed precipi-tation records,and developed a coupled hydrodynamic model to simulate the waterlogging responses under different combinations of rainfall patterns,return periods,and lake water levels.The results show that high-risk waterlogging areas were mainly concentrated in the upstream sections of the Longyang Lake and Moshui Lake.Under the scenario of pre-flood lake level and 100-year return period rainfall,the rear-peak pattern produced the largest proportion of extremely high-risk areas(0.21%),followed by the double-peak rear-peak pattern and the front-peak pattern;whereas the double-peak uniform pattern showed the lowest risk.Short-duration intense rainfall exceeding the drainage capacity was the direct trig-ger of urban waterlogging,and both highly concentrated rainfall peaks and delayed peak timing tended to increase the pressure on the drainage network.The front-peak and double-peak rear-peak patterns exhibi-ted relatively high risk under larger return periods.At low lake water levels,drainage network capacity dominated the waterlogging process,whereas at high lake levels,limited storage capacity and the timing of gate and pump operations became the key controlling factors.These findings provide a reference for drainage scheduling and risk mitigation under complex rainfall conditions.
吴敏睿;苑希民;谢珊;田福昌
水利工程智能建设与运维全国重点实验室,天津 300350||天津大学 建筑工程学院,天津 300350水利工程智能建设与运维全国重点实验室,天津 300350||天津大学 建筑工程学院,天津 300350武汉市水务科学研究院(武汉市水土保持监测站),湖北 武汉 430010水利工程智能建设与运维全国重点实验室,天津 300350||天津大学 建筑工程学院,天津 300350
建筑与水利
城市内涝风险雨型识别暴雨内涝模型内涝致灾机制武汉市汉阳区
urban waterlogging riskrainfall pattern identificationstormwater waterlogging modelwa-terlogging disaster mechanismHanyang District of Wuhan City
《水资源与水工程学报》 2026 (4)
1-11,11
国家重点研发计划资助项目(2023YFC3805202)水利部重大科技项目(SKS-2022002)
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