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    贾婧怡, 陈俊, 窦延虹, 林剑龙, 钱凤, 曲丽英, 马美红. 基于一二维耦合水动力模型的山洪模拟研究——以福建省国宝溪流域为例[J]. 中国防汛抗旱, 2025, 35(6): 20-25, 88. DOI: 10.16867/j.issn.1673-9264.2025283
    引用本文: 贾婧怡, 陈俊, 窦延虹, 林剑龙, 钱凤, 曲丽英, 马美红. 基于一二维耦合水动力模型的山洪模拟研究——以福建省国宝溪流域为例[J]. 中国防汛抗旱, 2025, 35(6): 20-25, 88. DOI: 10.16867/j.issn.1673-9264.2025283
    JIA Jingyi, CHEN Jun, DOU Yanhong, LIN Jianlong, QIAN Feng, QU Liying, MA Meihong. Research on flash flood simulation based on one-dimensional and two-dimensional hydrodynamic coupling model—A case study of Guobaoxi River Basin in Fujian Province[J]. China Flood & Drought Management, 2025, 35(6): 20-25, 88. DOI: 10.16867/j.issn.1673-9264.2025283
    Citation: JIA Jingyi, CHEN Jun, DOU Yanhong, LIN Jianlong, QIAN Feng, QU Liying, MA Meihong. Research on flash flood simulation based on one-dimensional and two-dimensional hydrodynamic coupling model—A case study of Guobaoxi River Basin in Fujian Province[J]. China Flood & Drought Management, 2025, 35(6): 20-25, 88. DOI: 10.16867/j.issn.1673-9264.2025283

    基于一二维耦合水动力模型的山洪模拟研究——以福建省国宝溪流域为例

    Research on flash flood simulation based on one-dimensional and two-dimensional hydrodynamic coupling model—A case study of Guobaoxi River Basin in Fujian Province

    • 摘要: 极端降水事件频发,加剧了流域洪水风险;当前洪水模拟方法在应对山洪灾害风险时面临精度不足的挑战,亟须发展高精度水文模型以提升防洪决策可靠性。构建了福建省国宝溪流域一二维耦合水动力模型,系统开展不同重现期暴雨情景下的洪水演进过程的模拟,揭示了洪水演进过程与地形因子的动态互馈机制。通过耦合一二维水动力学模型,从根本上解决了传统简单插值或经验方法在耦合界面处可能产生的质量不平衡、动量失真等问题,进而改进了集成洪水模拟系统。研究发现:重现期100 a洪水的最大淹没面积达198.62 km2,较重现期10 a淹没面积扩大1.57倍;堤防溃决点与地形凹陷区存在显著的空间耦合;洪水风险分布与地貌特征呈现比较强的空间相关性。模型验证表明,洪峰水位相对误差<0.5%,洪峰抵达时间预测偏差控制在20 min以内。研究成果可为流域防洪工程优化及应急管理提供了定量化技术支撑,对完善山地城镇防洪体系具有重要应用价值。

       

      Abstract: Frequent extreme precipitation events have exacerbated the risk of flooding in the watershed; The current flood simulation methods face the challenge of insufficient accuracy in dealing with the risk of flash flood disasters, and there is an urgent need to develop high-precision hydrological models to improve the reliability of flood control decisions.The article constructs a one-dimensional and two-dimensional hydrodynamic coupling model for the Guobaoxi River Basin in Fujian Province, and systematically simulates the flood evolution process under different return period heavy rain scenarios, revealing the dynamic feedback mechanism between flood evolution process and terrain factors.By coupling one-dimensional and two-dimensional hydrodynamic model, the problems of mass imbalance and momentum distortion that may occur at the coupling interface using traditional simple interpolation or empirical methods have been fundamentally solved, thereby improving the integrated flood simulation system.Research has found that the maximum submerged area of a flood with a recurrence interval of 100 years is 198.62 km2, which is 1.57 times larger than the submerged area of a flood with a recurrence interval of 10 years; There is a significant spatial coupling between the breach point of the embankment and the terrain depression area; There is a strong spatial correlation between flood risk distribution and geomorphic features.Model validation shows that the relative error of peak water level is less than 0.5%, and the prediction deviation of peak arrival time is controlled within 20 minutes. The research results provide quantitative technical support for optimizing flood control projects and emergency management in river basins, and have important application value for improving the flood control system in mountainous towns.

       

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