基于防洪排涝设计的鄂州市短历时暴雨雨型研究
Study on Short Duration Rainstorm Pattern Based on Flood Control and Drainage Design in Ezhou City
DOI: 10.12677/OJNS.2021.93038, PDF,  被引量   
作者: 徐文昊, 张 奇:民航湖北空管分局,湖北 武汉;王小玲:武汉中心气象台,湖北 武汉
关键词: 暴雨雨型雨峰位置降水历时Rainstorm Pattern Location of Rain Peak Time of Precipitation
摘要: 采用鄂州市国家气象观测站1980~2017年共38a的逐分钟降水资料,利用芝加哥雨型分析法推求鄂州市区重现期2a历时30、60、90、120、150、180 min以5 min为单位时段的设计短历时暴雨雨型,结果表明:利用芝加哥法推求鄂州市区各降水历设计暴雨雨型基本呈单峰形,短历时降水样本中单峰型所占比例最大,雨峰位于整场降水过程的前、中部;暴雨雨型雨峰位置超前于整场降水过程的1/2分位,各历时的降水强度随着重现期的延长而增大;利用芝加哥法推求的鄂州市暴雨雨型具有“单峰型、来得快、强度大、长尾巴”的特点。因此当短历时暴雨发生时,鄂州市水利、水文、住建、防洪等相关应在第一时间做好排水排捞准备,防止降水强度过大导致城市内涝灾害。
Abstract: Using the minute-by-minute rainfall data of 38 years from 1980 to 2017 at Ezhou National Meteor-ological Observation Station, and the Chicago rain pattern analysis method, the design short-duration rainstorm pattern for Ezhou urban area with a return period of 2 years of 30, 60, 90, 120, 150, 180 min and a unit of 5 min was obtained. The results indicate that based on Chicago method, the design rainstorm pattern of Ezhou urban area is basically unimodal, the unimodal type accounted for the largest proportion in the short duration precipitation samples, the rain peak is located in the front and middle of the whole precipitation process; the location of the rainstorm peak was half of the whole precipitation process; and the precipitation intensity of each duration increased with the extension of the return period. The heavy rain pattern of Ezhou city is characterized by its “unimodal type, quick coming, stronger, long duration” by using Chicago method. So when a short duration rainstorm occurs, Ezhou water conservancy, hydrology, housing, flood control and so on should be ready for drainage and flood discharge in the first time to prevent urban waterlogging disaster caused by excessive rainfall intensity.
文章引用:徐文昊, 王小玲, 张奇. 基于防洪排涝设计的鄂州市短历时暴雨雨型研究[J]. 自然科学, 2021, 9(3): 340-347. https://doi.org/10.12677/OJNS.2021.93038

参考文献

[1] 岑国平, 沈晋, 范荣生. 城市设计暴雨雨型研究[J]. 水科学进展, 1998, 9(1): 41-46.
[2] 莫洛科夫MB. 雨水道与合流水道[M]. 北京: 建筑工程出版社, 1956.
[3] 吴介一, 张飒兵, 等. 计算机网络中面向拥塞控制的一种模糊流量控制机制[J]. 东南大学学报:自然科学版, 2001, 31(1): 6-10.
[4] 王光明, 廖玉芳, 曾向红, 等. 湖南短历时暴雨雨型分析[J]. 暴雨灾害, 2017, 36(1): 86-90.
[5] 任雨, 李明财, 等. 天津地区设计暴雨强度的推算与适用[J]. 应用气象学报, 2012, 23(3): 364-368.
[6] Pilgrim, D.H. and Cordery, I. (1975) Rainfall Temporal Patterns for Design Floods. Journal of the Hydraulics Division, 101, 81-95. [Google Scholar] [CrossRef
[7] 王家祁. 中国设计暴雨和暴雨特性的研究[J]. 水科学进展, 1999, 10(3): 328-336.
[8] 陈波, 史瑞琴, 陈正洪. 近45年华中地区不同级别强降水事件变化趋势[J]. 应用气象学报, 2010, 21(1): 47-54.
[9] 陈正洪, 李兰, 刘敏, 等. 湖北省2008年7月20~23日暴雨洪涝特征及其灾害影响[J]. 暴雨灾害, 2009, 29(4): 345-348.
[10] 王敏, 谭向诚. 北京城市暴雨和雨型的研究[J]. 水文, 1994(3): 1-6.