水力发电学报
            首 页   |   期刊介绍   |   编委会   |   投稿须知   |   下载中心   |   联系我们   |   学术规范   |   编辑部公告   |   English

水力发电学报 ›› 2021, Vol. 40 ›› Issue (9): 1-13.doi: 10.11660/slfdxb.20210901

• •    下一篇

南方典型城市化流域降雨极值及概率特征研究

  

  • 出版日期:2021-09-25 发布日期:2021-09-25

Evolution and probability distribution of precipitation extreme values in typical urbanized basin in southern China

  • Online:2021-09-25 Published:2021-09-25

摘要: 选取南方典型城市化流域(秦淮河流域)为研究区,应用极端降雨指标进行极端降雨时空演变和非一致性频率分布研究。结果表明1979—2015年秦淮河流域年降雨量呈小幅增加趋势,夏冬降雨量增大,春秋降雨量减少。极端降雨强度和频次显著上升,突变点和高值区与城市化格局演变的时间点和地区相吻合。皮尔逊III型分布是一致性修正后极端降雨序列的最优分布,最大1 d降雨量R1d和特强降雨量R99p具有较大的非平稳性,若仅采用修正前的R1d计算会导致工程设计值偏低;最大3 d、7 d降雨量R3d、R7d和极端降雨量R95p相对平稳,R3d和R95p不同重现期的设计值高值区均分布在流域下游和上游溧水区,R7d高值区分布在上游句容市,上下游极端降雨易产生叠加效应,为下游带来高洪水风险。

关键词: 城市化流域, 极端降雨指标, 非一致性, 频率分布, 时空差异

Abstract: This study selects a typical urban basin in the southern China, the Qinhuai River basin, to analyze the spatiotemporal evolution and inconsistency frequency distribution of extreme rainfalls expressed in terms of extreme rainfall indicators. The results show that in the Qinhuai River basin of 1979 to 2015, the annual rainfall was increased slightly manifesting an increasing trend in summer and winter and a decreasing trend in spring and autumn. Intensity and frequency of its extreme rainfalls were increased significantly, and the abrupt change point and high value area were consistent with the time point and region of its urbanization pattern evolution. For this typical basin, the Pearson type III distribution was optimal for its extreme rainfall series after consistency correction, with its maximum 1-day rainfall (R1d) and annual total rainfall from days with daily rainfall > 99th percentile (R99p) featured with large non-stationary. In the case of the uncorrected R1d used in calculation, the design values were low. The maximum 3-day (R3d) and 7-day (R7d) rainfalls and annual total rainfall from days with daily rainfall > 95th percentile (R95p) were relatively stable. The areas of high R3d and R95p design values for different return periods were distributed in the lower part of the basin and the upstream Lishui district; the areas of high R7d design value were distributed in the upstream Jurong city. Thus, the superimposed effects of extreme rainfalls in both the upper and lower reaches could impose a high flood risk on the lower reaches.

Key words: urbanized basin, extreme rainfall indicators, non-stationary, frequency distribution, spatial and temporal differences

京ICP备13015787号-3
版权所有 © 2013《水力发电学报》编辑部
编辑部地址:中国北京清华大学水电工程系 邮政编码:100084 电话:010-62783813
本系统由北京玛格泰克科技发展有限公司设计开发  技术支持:support@magtech.com.cn