Institute of Remote Sensing and Geosciences, Hangzhou Normal University, Hangzhou 311121, China.
Zhejiang Provincial Key Laboratory of Urban Wetlands and Regional Change, Hangzhou 311121, China.
Int J Environ Res Public Health. 2022 Jun 12;19(12):7210. doi: 10.3390/ijerph19127210.
Under the circumstances of global warming and rapid urbanization, damage caused by urban inundation are becoming increasingly severe, attracting the attention of both researchers and governors. The accurate simulation of urban inundation is essential for the prevention of inundation hazards. In this study, a 1D pipe network and a 2D urban inundation coupling model constructed by InfoWorks ICM was used to simulate the inundation conditions in the typical urbanized area in the north of Lin'an. Two historical rainfall events in 2020 were utilized to verify the modeling results. The spatial-temporal variation and the causes of urban inundation under different designed rainfalls were studied. The results were as follows: (1) The constructed model had a good simulation accuracy, the Nash-Sutcliffe efficiency coefficient was higher than 0.82, R was higher than 0.87, and the relative error was ±20%. (2) The simulation results of different designed rainfall scenarios indicated that the maximum inundation depth and inundation extent increased with the increase in the return period, rainfall peak position coefficient, and rainfall duration. According to the analysis results, the urban inundation in Lin'an is mainly affected by topography, drainage network (spatial distribution and pipe diameter), and rainfall patterns. The results are supposed to provide technical support and a decision-making reference for the urban management department of Lin'an to design inundation prevention measures.
在全球变暖与快速城市化的背景下,城市内涝灾害造成的损失日益严重,引起了研究人员和决策者的广泛关注。准确模拟城市内涝对于内涝灾害的防治至关重要。本研究采用 InfoWorks ICM 构建的一维管网模型和二维城市内涝耦合模型,对临安区北部典型城市化区域的内涝情况进行模拟。利用 2020 年两场历史降雨事件对模型进行验证,研究了不同设计降雨条件下城市内涝的时空变化及其成因。结果表明:(1)构建的模型具有良好的模拟精度,纳什效率系数高于 0.82,R 高于 0.87,相对误差在±20%以内;(2)不同设计降雨情景的模拟结果表明,最大积水深度和积水范围随重现期、降雨峰值位置系数和降雨历时的增加而增大。根据分析结果,临安区的城市内涝主要受地形、排水管网(空间分布和管径)和降雨模式的影响。研究结果可为临安区城市管理部门设计内涝防治措施提供技术支持和决策参考。