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调洪演算的有限差分法
引用本文:陈开德.调洪演算的有限差分法[J].长江工程职业技术学院学报,1999(2).
作者姓名:陈开德
作者单位:富春江水电职工大学!浙江桐庐311506
摘    要:在利用自然样条函数拟合洪水流量过程线、水库特性曲线等调洪资料的基础上,导出调洪演算的微分方程式;使用龙格一库塔法,不必试算便可直接求解水库下泄流量过程。此法对汛期水库的实时调度运行具有意义。

关 键 词:样条函数  调洪演算  有限差分法  龙格-库塔法

Method of Finite Difference in Calculation of Flood Regulation
Chen Kaide.Method of Finite Difference in Calculation of Flood Regulation[J].Journal of Changjiang Engineering Vocational College,1999(2).
Authors:Chen Kaide
Abstract:By making use of flood regulation information in which discharge hydrograph, reservoir characteristic curve are simulated by utilizing natural spline function, differential equation of flood regulation calculation is derived;discharge of reservoir can be derived direclty without trial calculation by adopting Rung-Kutta method. The method is of significance in real-time dispatching operation on reservoir in flood period.
Keywords:spline function flood regulation calculation method of finite difference Rung-Kutta Method
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