摘要
选用邯郸市城区张庄桥水文站1972年-2010年39年自记雨量资料，通过对现有暴雨强度公式的对比分析，利用“麦夸尔特解析法”计算模型建立了新的特短历时暴雨强度公式，应用图解经验公式法建立短历时暴雨概化公式。分析了区域内年最大6h和24h的暴雨特性，采用典型暴雨法对年最大6h和24h概化雨型进行了研究。
In the paper, selected the 39 years self-recording rainfall data of Zhangzhuangqiao Hydrological Station in Handan City from 1972 to 2010, through the contrast of existing storm intensity formulae, a new special short duration storm intensity formula is established by Marquardt analytical method, and the short-duration storm generalized formula is also established by diagram empirical method. There is analyzed the annual maximum 6hours and 24 hours storm characteristics of the region, and studied on the generalization of annual maximum 6hours and 24 hours rainfall pattern by using typical storm method.
出处
《南水北调与水利科技》
CAS
CSCD
北大核心
2014年第B01期150-153,共4页
South-to-North Water Transfers and Water Science & Technology
基金
河北省水利科研与推广项目“邯郸市城区雨洪关系分析研究”（2007-34）
关键词
暴雨强度
暴雨特性
概化雨型
麦夸尔特法
storm intensity
storm characteristics
generalization rainfall pattern
levenberg-Marquardt method
