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    苏德慧, 赵杨, 毛叶丰, 刘昊, 林甬梁, 林翔. 基于高精度DEM的城市洪水风险图编制应用案例分析[J]. 中国防汛抗旱, 2023, 33(2): 40-45. DOI: 10.16867/j.issn.1673-9264.2022252
    引用本文: 苏德慧, 赵杨, 毛叶丰, 刘昊, 林甬梁, 林翔. 基于高精度DEM的城市洪水风险图编制应用案例分析[J]. 中国防汛抗旱, 2023, 33(2): 40-45. DOI: 10.16867/j.issn.1673-9264.2022252
    SU Dehui, ZHAO Yang, MAO Yefeng, LIU Hao, LIN Yongliang, LIN Xiang. Application of urban flood risk mapping based on high precision DEM[J]. China Flood & Drought Management, 2023, 33(2): 40-45. DOI: 10.16867/j.issn.1673-9264.2022252
    Citation: SU Dehui, ZHAO Yang, MAO Yefeng, LIU Hao, LIN Yongliang, LIN Xiang. Application of urban flood risk mapping based on high precision DEM[J]. China Flood & Drought Management, 2023, 33(2): 40-45. DOI: 10.16867/j.issn.1673-9264.2022252

    基于高精度DEM的城市洪水风险图编制应用案例分析

    Application of urban flood risk mapping based on high precision DEM

    • 摘要: 简要总结洪水风险图的应用及其编制技术和方法,以深圳市坪山区为例,基于0.5 m网格的高精度地形数据,建立了水文学模型和二维水力学模型,对地形数字高程模型(DEM)的精度、地形处理方法、模型方法、设计降雨、计算网格、模拟尺度等做了深入探讨,并且对区域内在不同降雨条件下的地表汇流过程进行了详细模拟,提炼出洪涝风险分布信息,包括淹没深度、范围,流速,洪水发生、退水时间过程等。基于模拟结果,绘制了该流域在不同设计降雨条件下(2年一遇至100年一遇)城市高精度洪涝风险图。高精度DEM与二维水力学模型是提高城市洪水风险图精度和质量的关键要素。

       

      Abstract: This paper briefly summarizes the application of flood risk map and its compilation technology and methods. Taking Pingshan District of Shenzhen City as an example, based on the high-precision topographic data of 0.5 m grid, the hydrological model and two-dimensional hydraulic model are established. The accuracy of digital elevation model (DEM) of topographic map, terrain processing method, modelling method, design rainfall, calculation grid, simulation scale, etc. are deeply discussed. In addition, the surface confluence process under different rainfall conditions in the region is simulated in detail, and the flood risk distribution information is extracted, including the flooding depth, range, flow rate, flood occurrence, and water recession time process. Based on the simulation results, the urban high-precision flood risk map of the basin under different design rainfall conditions (from 2 years to 100 years recurrence) was drawn. High-precision DEM and two-dimensional hydraulic model are key elements to improve the accuracy and quality of urban flood risk mapping.

       

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