首页 | 本学科首页   官方微博 | 高级检索  
     检索      

含河渠的分洪区洪水演进数值模拟
引用本文:陈珺,张小峰,张艳霞,谈广鸣.含河渠的分洪区洪水演进数值模拟[J].中国农村水利水电,2007,0(8):1-5.
作者姓名:陈珺  张小峰  张艳霞  谈广鸣
作者单位:武汉大学水资源与水电工程科学国家重点实验室,湖北,武汉,430072
摘    要:在分洪区内存在河渠的情况下,根据水流在河渠外区域和河渠内运动特点的不同,对已有的分洪区二维水流数学模型进行拓展,建立了相应的数学模型。该模型计算时能考虑河渠两侧有、无堤防两种情况,通过对概化地形的计算,证明了模型的合理性。

关 键 词:分洪区  河渠  洪水演进  数值模拟
文章编号:1007-2284(2007)08-0001-05
收稿时间:2007-04-10
修稿时间:2007年4月10日

Preliminary Study on Numerical Simulation Method of Flood Propagation in Flood Detention Area with Drainage Channel
CHEN Jun,ZHANG Xiao-feng,ZHANG Yan-xia,TAN Guang-ming.Preliminary Study on Numerical Simulation Method of Flood Propagation in Flood Detention Area with Drainage Channel[J].China Rural Water and Hydropower,2007,0(8):1-5.
Authors:CHEN Jun  ZHANG Xiao-feng  ZHANG Yan-xia  TAN Guang-ming
Abstract:The former 2-D flow mathematic model for flood detention area constructed is improved and a new mathematic model is set up in the paper considering the difference between water flow movement peculiarities inside and outsider of river channel.The situation of with or without embankment on the both sides of drainage channel in flood detention areas is also considered in the model calculation.The new model is proved to be reliable through calculation of flood propagation in generalized topography.
Keywords:flood detention area  drainage channel  flood propagation  numerical simulation
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《中国农村水利水电》浏览原始摘要信息
点击此处可从《中国农村水利水电》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号