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    刘家宏, 梅超, 王佳, 王东, 王浩. 北京市门头沟流域“23·7”特大暴雨洪水过程分析[J]. 中国防汛抗旱, 2023, 33(9): 50-55. DOI: 10.16867/j.issn.1673-9264.2023332
    引用本文: 刘家宏, 梅超, 王佳, 王东, 王浩. 北京市门头沟流域“23·7”特大暴雨洪水过程分析[J]. 中国防汛抗旱, 2023, 33(9): 50-55. DOI: 10.16867/j.issn.1673-9264.2023332
    LIU Jiahong, MEI Chao, WANG Jia, WANG Dong, WANG Hao. Flood survey of “23·7” heavy rain in Mentougou Watershed of Beijing[J]. China Flood & Drought Management, 2023, 33(9): 50-55. DOI: 10.16867/j.issn.1673-9264.2023332
    Citation: LIU Jiahong, MEI Chao, WANG Jia, WANG Dong, WANG Hao. Flood survey of “23·7” heavy rain in Mentougou Watershed of Beijing[J]. China Flood & Drought Management, 2023, 33(9): 50-55. DOI: 10.16867/j.issn.1673-9264.2023332

    北京市门头沟流域“23·7”特大暴雨洪水过程分析

    Flood survey of “23·7” heavy rain in Mentougou Watershed of Beijing

    • 摘要: 2023年7月,京津冀地区发生历史罕见特大暴雨,造成北京门头沟区等地出现特大山洪和城市内涝灾害。门头沟流域面积仅37 km2,无常设水文监测站,给洪水分析和灾害复盘带来挑战。结合关键断面的洪水视频监控数据,通过灾后现场调查、测量,结合数字流域模型模拟等,推算得到门头沟流域7月31日最大洪峰流量为512.6 m3/s。洪峰通过期间,控制流域面积90%的中昂时代广场西北跨河桥三孔箱涵的过流能力为215.0~308.9 m3/s,远低于断面最大洪峰流量。建议下一步灾害重建时全面复核北京门头沟、房山等城区山洪沟跨沟桥梁的设计过流能力,考虑极端暴雨洪涝风险,适当提高跨沟桥涵的过流能力,避免因洪水溢流蔓延而造成严重损失。

       

      Abstract: In July 2023, a rare heavy rainstorm occurred in the Beijing-Tianjin-Hebei region, which caused heavy flash floods and urban waterlogging disasters in Mentougou and other districts in Beijing. The Mentougou watershed has an area of only 37 km2, and there is no available hydrological monitoring station, which brings challenges to flood analysis and simulation. By using the surveillance video of flood processes in key sections, as well as hydrological simulation based on digital watershed model through post-disaster on-site investigation and measurement, the maximum peak discharge of Mentougou watershed was estimated as 512.6 m3/s occurred on July the 31st. During the flood peak process, the discharge under the Northwest Cross River bridge with three hole box culvert near Zhong'ang Times Square, which controls 90% of the watershed area, was between 215.0 m3/s and 308.9 m3/s, which was far lower than this maximum peak discharge of the section. For the future recovery and reconstruction of the disaster, the design flood discharge of the bridges in Mentougou and Fangshan districts should be comprehensively reviewed, and the flood water passage in the section of the bridges should be enlarged so that the extreme rainstorm-flood could pass safely.

       

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