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    魏进豪,李善综,贺云岩. 东江流域中下游城市防护区超标准洪水分洪模拟[J]. 中国防汛抗旱,2025,35(7):60−67. DOI: 10.16867/j.issn.1673-9264.2024257
    引用本文: 魏进豪,李善综,贺云岩. 东江流域中下游城市防护区超标准洪水分洪模拟[J]. 中国防汛抗旱,2025,35(7):60−67. DOI: 10.16867/j.issn.1673-9264.2024257
    WEI Jinhao,LI Shanzong,HE Yunyan.Simulation of flood diversion for super standard flood in urban protection zones of the middle and lower reaches of the Dongjiang River Basin[J].China Flood & Drought Management,2025,35(7):60−67. DOI: 10.16867/j.issn.1673-9264.2024257
    Citation: WEI Jinhao,LI Shanzong,HE Yunyan.Simulation of flood diversion for super standard flood in urban protection zones of the middle and lower reaches of the Dongjiang River Basin[J].China Flood & Drought Management,2025,35(7):60−67. DOI: 10.16867/j.issn.1673-9264.2024257

    东江流域中下游城市防护区超标准洪水分洪模拟

    Simulation of flood diversion for super standard flood in urban protection zones of the middle and lower reaches of the Dongjiang River Basin

    • 摘要: 2024年4月28日,东江流域发生2024年第1号洪水,为2013年以来首次编号洪水,城市遭遇超标准洪水的风险日益增加。为分析超标准洪水对东江中下游城市防护区的影响,以东莞市、惠州市城市防护区为例,建立一维、二维水动力耦合模型,分析城市防护区在面对超标准洪水时启用滞洪堤围对城市防护区洪峰的削减效果和对滞洪堤围范围内地物的淹没影响。结果表明:超标准洪水条件下,滞洪堤围启用对控制站洪峰削减具有明显效果;当洪水重现期为200 a,滞洪堤围闸门开启并从临时扒口分洪后,控制站洪峰流量由13 066 m³/s削减至12 140 m³/s,洪峰水位从12.14 m削减至11.64 m,滞洪堤围内最大淹没范围为93.66 km2,最大淹没水深平均值超过3 m,临时扒口处最大流速达3.49 m/s。研究成果以期为东江流域防洪减灾工作提供支撑。

       

      Abstract: On April 28, 2024, the first flood of 2024 occurred in the Dongjiang River Basin, marking the first numbered flood since 2013. The risk of city encountering super standard flood is increasing. To analyze the impact of super standard flood on the urban protection zones in the middle and lower reaches of Dongjiang River, taking the urban protection zones of Dongguan City and Huizhou City as examples, a one-dimensional and two-dimensional hydrodynamic coupling model is established to analyze the reduction effect of using flood detention embankments on the flood peak of the urban protection zones when facing super standard flood, and the impact on the inundation of land objects within the flood detention embankment range. The results show that under the condition of super standard flood, the use of flood detention embankments has a significant effect on reducing the peak discharge of control stations; When the flood return period is 200 years and the floodgates of the detention dike are opened to divert the flood from the temporary outlet, the peak flow rate of the control station is reduced from 13 066 m³/s to 12 140 m³/s, and the peak water level is reduced from 12.14 m to 11.64 m. The maximum submerged area within the detention dike is 93.66 km2, and the average maximum submerged depth exceeds 3 m. The maximum flow velocity at the temporary outlet reaches 3.49 m/s. The research results are expected to provide support for flood control and disaster reduction work in the Dongjiang River Basin.

       

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