STABILITY AND ACCURACY OF WATERHAMMER ANALYSIS

被引：14

作者：

HOLLOWAY, MB ^{[1
]}

CHAUDHRY, MH ^{[1
]}

机构：

[1] WASHINGTON STATE UNIV,DEPT CIVIL & ENVIRONM ENGN,PULLMAN,WA 99164

来源：

ADVANCES IN WATER RESOURCES | 1985年 / 8卷 / 03期

关键词：

FLUID MECHANICS - MATHEMATICAL TECHNIQUES - Finite Difference Method;

D O I：

10.1016/0309-1708(85)90052-1

中图分类号：

TV21 [水资源调查与水利规划];

学科分类号：

081501 ;

摘要：

The first-order accurate explicit finite-difference scheme based on the method of characteristics (MOC) has been widely used for the analysis of waterhammer in pipelines. For the stability of this scheme, the Courant condition has been developed by neglecting the nonlinear terms. When the friction loss term is large, this scheme becomes unstable even if the Courant stability is satisfied. In this paper, the stability and accuracy including friction are investigated by systematically analyzing typical piping systems over a wide range of parameters and empirical stability limits are presented for practical applications. In addition, the suitability of the implicit finite difference method for transient analysis is investigated.

引用

页码：121 / 128

页数：8

共 13 条

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[3]

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[4]

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[5]

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[9]

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