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    王元,刘海凤,何力,等. 江西省临水流域娄家村站“2010.6”与“2023.5”暴雨洪水对比分析研究[J]. 中国防汛抗旱,2024,34(9):90−95. DOI: 10.16867/j.issn.1673-9264.2023293
    引用本文: 王元,刘海凤,何力,等. 江西省临水流域娄家村站“2010.6”与“2023.5”暴雨洪水对比分析研究[J]. 中国防汛抗旱,2024,34(9):90−95. DOI: 10.16867/j.issn.1673-9264.2023293
    WANG Yuan,LIU Haifeng,HE Li,et al.Comparative analysis on "2010.6" and "2023.5" floods at Loujiacun Hydrology Station in Linshui Basin in Jiangxi Province[J].China Flood & Drought Management,2024,34(9):90−95. DOI: 10.16867/j.issn.1673-9264.2023293
    Citation: WANG Yuan,LIU Haifeng,HE Li,et al.Comparative analysis on "2010.6" and "2023.5" floods at Loujiacun Hydrology Station in Linshui Basin in Jiangxi Province[J].China Flood & Drought Management,2024,34(9):90−95. DOI: 10.16867/j.issn.1673-9264.2023293

    江西省临水流域娄家村站“2010.6”与“2023.5”暴雨洪水对比分析研究

    Comparative analysis on "2010.6" and "2023.5" floods at Loujiacun Hydrology Station in Linshui Basin in Jiangxi Province

    • 摘要: “2010.6”洪水和“2023.5”洪水均为江西省临水流域发生的历史罕见暴雨洪水过程,水位、流量分别达到控制站娄家村站历史实测最大值。为提高对临水流域暴雨洪水规律的认识,对两次洪水的暴雨洪水特征、断面变化、上下游影响等方面进行了较为全面的对比分析。结果表明:①两次暴雨洪水过程存在明显的异同点;②河床下切、上游水利工程影响、下游干流顶托作用减小是导致“2023.5”洪水洪峰流量大而水位低的主要原因,同时河道断面形状变化对此也有影响。

       

      Abstract: The "2010.6" flood and the "2023.5" flood are both rare historical rainstorm flood processes that occurred in the Linshui Basin of Jiangxi Province, and the water level and flow peak are respectively the largest in the history measured by the control station of Loujiacun Hydrological Station. In order to improve the understanding of the law of rainstorm flood in the Linshui Basin, this paper conducts a comprehensive comparative analysis of the characteristics of rainstorm and flood, cross section changes, upstream and downstream impacts of the two floods. The results show that: ① there are obvious similarities and differences between the two rainstorm flood processes; ② The main reasons for the high peak discharge and lower water level of the "2023.5" flood are the cutting of the riverbed, the impact of upstream water projects, and the reduction of the jacking effect of the downstream main trunk. At the same time, changes in the shape of the river section also have an impact on this.

       

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