姜树海. 基于随机微分方程的河道行洪风险分析[J]. 水利水运工程学报, 1995, (2).
引用本文: 姜树海. 基于随机微分方程的河道行洪风险分析[J]. 水利水运工程学报, 1995, (2).
Jiang Shuhai. Risk analysis of flood flow in river by using stochastic differential equation[J]. Hydro-Science and Engineering, 1995, (2).
Citation: Jiang Shuhai. Risk analysis of flood flow in river by using stochastic differential equation[J]. Hydro-Science and Engineering, 1995, (2).

基于随机微分方程的河道行洪风险分析

Risk analysis of flood flow in river by using stochastic differential equation

  • 摘要: 将各种不确定性因素(包括随机初值条件、随机系数和随机作用项等)引入河道水面线的推求过程,建立了计算河道水面线的随机微分方程。运用Fokker-Planck方程,求解河道水面线过程的概率密度。在此基础上,进行了河道行洪的风险分析,为堤防的安全、合理设计提供了条件。

     

    Abstract: After introducing various uncertain factors including a stochastic initial condition,a stochastic coefficient and a stochastic input term into calculating program of flow profiles in river, a stochastic differential equation is established. By using the Fokker - Planck equation, the probability density distributions of flow profiles in river are solved. Then,the risk analysis of flood flow in river is presented, and a safe and reasonable design method for flood protection embankment is suggested.

     

/

返回文章
返回