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复杂输水系统中恒定流的数学模拟
引用本文:朱承军,杨建东.复杂输水系统中恒定流的数学模拟[J].水利学报,1998,29(12):0061-0066.
作者姓名:朱承军  杨建东
作者单位:武汉水利电力大学;武汉水利电力大学
摘    要:本文提出了一种用于恒定流分析的通用数学模型,该模型把任意复杂的输水系统划分为一些简单的单元,对每个单元建立形式相同的单元方程,将单元方程合成,引入边界条件,就可得到系统的总体方程,然后用节点分组解法求解.该模型具有通用性强、计算速度快、计算精度高等优点,实例分析表明,本文的计算方法是正确的、可行的.

关 键 词:恒定流  单元方程  节点分组解法

Numerical modeling of steady flows in complicated water supply networks
Zhu Chengjun,Yang Jiandong.Numerical modeling of steady flows in complicated water supply networks[J].Journal of Hydraulic Engineering,1998,29(12):0061-0066.
Authors:Zhu Chengjun  Yang Jiandong
Affiliation:Wuhan University of Hydraulic and Etectric Engineering
Abstract:In this paper, an universal mathematical model is proposed for simulating steady flows in complicated water supply networks. In this model, the network is divided into some elements and similar equations for each element is deduced. Then the equations for elements are combined with the boundary conditions. The general equations for the system can be obtained and to be solved by using a nodes group method. The model possesses the advantages of high computational speed and high accuracy.
Keywords:steady flows  equations for the element  the nodes group method
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