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

扩散波洪水演算研究进展
引用本文:黄国如,芮孝芳.扩散波洪水演算研究进展[J].水利水电技术,2000,31(8):31-35.
作者姓名:黄国如  芮孝芳
作者单位:1. 清华大学,北京市,100084
2. 河海大学,南京市,210098
摘    要:扩散波方程是通过忽略动力方程中的惯性项后与连续方程联立求解而得,经大量的实践证明不失为一种既具有足够精度又相对简单的洪水演算方法。近30年来,该方法有了显的发展,中对扩散波方程的导出进行了比较全面的回顾,重点介绍了扩散波方程在各种条件下的解,对采用扩散波来近似进行洪水演算所造成的误差也作了简要的回顾,在此基础上分别进行了若干的评述。

关 键 词:扩散波  洪水演算  边界条件  误差分析
修稿时间:2000-06-08

Advances of Research in Diffusion-wave Flood Routing
Huang Guoru,Rui Xiaofang.Advances of Research in Diffusion-wave Flood Routing[J].Water Resources and Hydropower Engineering,2000,31(8):31-35.
Authors:Huang Guoru  Rui Xiaofang
Abstract:The diffusion wave equation is based on the neglect of the inertia terms from the momentum equation of the De Saint Venant flow equations, and it has been demonstrated that the model is a good method for flood routing with enough accuracy and relatively simply. Since the last thirty years, the theory and method of diffusion wave have obtained a great progress. This paper reviews the derivation of diffusion wave equation, error analyze of diffusion wave approximations, and places stress on the solution of diffusion wave equation.
Keywords:diffusion  wave  flood routing  boundary condition  error analyze
本文献已被 CNKI 维普 万方数据 等数据库收录!
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