文章摘要
万永静, 叶兴成, 王 飞, 刘 俊, 李岱远.不同拟合方法推求暴雨强度公式研究Journal of Water Resources and Water Engineering[J].,2017,28(5):76-79
不同拟合方法推求暴雨强度公式研究
Study on the formula of deducing heavy rain intensity by different fitting methods
  
DOI:10.11705/j.issn.1672-643X.2017.05.13
中文关键词: 城市暴雨强度公式  排水防涝  频率分布曲线拟合  误差分析
英文关键词: urban storm intensity formula  drainage and water protection  frequency distribution curve fitting  error analysis
基金项目:国家自然科学基金项目(41471015)
Author NameAffiliation
WAN Yongjing1, YE Xingcheng2, WANG Fei2, LIU Jun1, LI Daiyuan3 1.河海大学 水文水资源学院 江苏 南京 210098 2.江苏省宿迁市水务局 江苏 宿迁 223800
3.南京水利科学研究院 水文水资源研究所
江苏 南京 201129 
Hits: 1978
Download times: 628
中文摘要:
      人口大县沭阳县一直借用临近城市的暴雨公式,急需编制能反映本地降雨规律的暴雨强度公式,为其城市排水防涝系统规划和设计提供科学依据。基于沭阳县气象站1981-2015年共计35a的自记暴雨雨量资料,选取11个降雨历时的年最大值作为实测样本,分别基于P-Ⅲ型分布、指数分布和耿贝尔分布进行理论频率曲线分析,确定重现期-降雨强度-历时关系推求暴雨强度公式,绘制新公式和现行采用公式的暴雨强度-历时-重现期关系曲线进行对比分析。结果表明:新公式与现行采用公式的计算结果相差较大,因此有必要对沭阳县进行暴雨强度公式重新编制。
英文摘要:
      The populous County Shuyang County has been borrowing nearby city's rainstorm formula. It is necessary to compose its own formula of rainstorm intensity to provide scientific basis for the planning and design of urban drainage and waterlogging system. In this paper, based on the precipitation data of Shuyang county collected for 35 years from 1981 to 2015, 11 annual rainfall maximum were selected as the measured samples. Based on the P-Ⅲ distribution, exponential distribution and Gumbel distribution, the theoretical frequency curve analysis is carried out to determine the recurrence period-rainfall intensity to the time (P-i-t) relationship table, and to calculate the storm intensity formula. By drawing the new formula and the old formula of rainstorm intensity~period curve the comparative analysis was made The results show that the difference between the two models is large, so it is necessary to compose the formula of rainstorm intensity in Shuyang county.
View Full Text   View/Add Comment  Download reader
Close
function PdfOpen(url){ var win="toolbar=no,location=no,directories=no,status=yes,menubar=yes,scrollbars=yes,resizable=yes"; window.open(url,"",win); } function openWin(url,w,h){ var win="toolbar=no,location=no,directories=no,status=no,menubar=no,scrollbars=yes,resizable=no,width=" + w + ",height=" + h; controlWindow=window.open(url,"",win); } &et=08EE5A5866ACE44079DE8839F8C142A4FECB5C1E8A0D36F806875206F23AF587B74C8EA12117FA4644566FE3E78886DF50838C3A2AD565DE3C314EF7BAD807AB7B44A2742358796E97DD03480A034E2F045A983899BDC0B3&pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=3ECA06F115476E3F&jid=BC473CEDCB8CE70D7B12BDD8EA00FF44&yid=FA004A8A4ED1540B&aid=01DD0E4CB3855FB4288C334CB1AB7172&vid=&iid=94C357A881DFC066&sid=228A710F49B6CE58&eid=9C65ADEB5990B252&fileno=20170513&flag=1&is_more=0">