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本文利用水击波在管系中传播特性导出了分叉管端的边界条件,采用拉普拉斯变换方法得到了管系中水击波传播的解析解,並且运用拉格朗日一欧拉方法进行数值计算。
In this paper, the boundary conditions of divergent pipe ends are derived from the propagation characteristics of water shock waves in pipelines. The analytical solution of water shock wave propagation in pipelines is obtained by the Laplace transform method. The Lagrange-Euler method Numerical calculation.