摘要
为了提高城市内涝模拟精度,以福州市杨桥中路片区为例,利用InfoWorks ICM软件构建了基于局部DEM重构的精细化内涝耦合模型,并采用3场历史降雨对模型进行率定和验证,验证结果表明模型模拟精度较高。采用相同的模型结构,在进行网格化2D区间时分别使用重构DEM、原始DEM以及单一反距离权重插值DEM,对模型的模拟结果进行对比。结果表明:基于局部DEM重构的内涝模型相较于原始DEM模拟水深相对误差平均降低了25.83%,相较于单一反距离权重插值DEM,模拟水深与范围更符合实际情况。
In order to improve the accuracy of urban flooding simulation,a refined coupled model of flooding based on local reconstructed DEM was constructed by using InfoWorks ICM software for the Yangqiao Middle Road area of Fuzhou City as an example,and 3 historical rainfall events were used to rate and validate the model,and the validation results showed that the model simulation accuracy was high.Using the same model structure,the simulation results of the model were compared by using the reconstructed DEM,the original DEM and the sin⁃gle inverse distance weight interpolation DEM when gridded 2D intervals were performed.The results show that the relative error of simulated water depth based on the locally reconstructed DEM is reduced by 25.83%on average compared with the original DEM,and the simulated water depth and range are more consistent with the actual situation compared with the single inverse distance weight interpolation DEM,and the research results can provide a reference for urban flooding simulation.
作者
雷晓辉
翟明硕
蔡志鹏
龙岩
LEI Xiaohui;ZHAI Mingshuo;CAI Zhipeng;LONG Yan(School of Water Conservancy and Hydroelectric Power,Hebei University of Engineering,Handan 056038,China;Hebei Key Laboratory of Intelligent Water Conservancy,Handan 056038,China;Department of Water Resources,China Institute of Water Resources and Hydropower Research,Beijing 100038,China;School of Civil Engineering,Fuzhou University,Fuzhou 350116,China)
出处
《人民黄河》
CAS
北大核心
2024年第12期49-55,共7页
Yellow River
基金
河北省创新研究群体项目(E2020402074)。