Water Conservancy College, North China University of Water Resources and Electric Power, Zhengzhou 450046, China.
Int J Environ Res Public Health. 2023 Feb 27;20(5):4245. doi: 10.3390/ijerph20054245.
Design rainfall is the basis for deriving design floods in areas where rainfall data are lacking and has a significant impact on the construction of water engineering facilities and municipal engineering designs. The Chicago rainfall pattern method has great applicability for urban short-duration design rainfall. In order to analyze the influence of design storm rainfall patterns on urban flooding, numerical models of hydrological and hydrodynamic processes were applied to simulate design rainfall with different recurrence periods and different rain peaks and were also used to compare and analyze the total amount of water accumulation and inundation extent by taking the central city of Zhoukou as an example. The results show that when the design rainfall recurrence period is less than 20 years, the total volume and inundation extent of waterlogging in design rainfall with a smaller peak ratio is larger. When the return period is greater than 20 years, the pattern is reversed. However, as the return period grows, the difference in peak inundation volume due to different peak rainfall amounts decreases. This study has certain guiding significance for urban flood forecasting and early warning efforts.
设计降雨量是缺乏降雨数据地区推求设计洪水的基础,对水利工程设施建设和市政工程设计有重要影响。芝加哥雨型法对城市短历时设计降雨具有很强的适用性。为了分析设计暴雨雨型对城市洪涝的影响,应用水文和水动力过程数值模型模拟了不同重现期和不同雨峰的设计降雨,并以周口市中心城区为例,对比分析了总积水量和淹没范围。结果表明,当设计降雨重现期小于 20 年时,雨峰比较小的设计降雨总积水量和淹没范围较大;当重现期大于 20 年时,情况则相反。然而,随着重现期的增长,不同雨峰降雨量引起的洪峰淹没量的差异会减小。本研究对城市洪水预报和预警工作具有一定的指导意义。