摘要
通过实验与数值计算的比较与分析,指出管道水击计算的基本方程组中连续性方程的不合理性,为以后对方程的进一步完善提供有益的参考。
Through analyzing and comparison between calculation and experimentation about water hammer,the paper presents the illegitimacy in the basic continuity equation in closed pipes and provide a reference to the further investigation.
出处
《河南科学》
2004年第4期505-507,共3页
Henan Science
关键词
水击压强
恒定流
非恒定流
water hammer
steady flow
unsteady flow
