液体管道水力瞬变分析模型的适应性研究
Adaptability Study on Hydraulic Transient Analysis Model of Liquid Pipeline
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摘要: 将液体介质管道水力瞬变分析模型分为拟稳态摩阻模型和非恒定摩阻模型,选用Vardy & Brown非恒定摩阻模型与经典的拟稳态摩阻模型,对不同管长情况下的瞬变流动过程进行数值模拟,分析比较了两类模型模拟计算得到的摩阻和水击压头的变化规律,进而研究了模型的适应性。Abstract: Dividing hydraulic transient analysis model into mimetic steady state friction model and unsteady friction model, by selecting Vardy & Brown unsteady friction model with mimetic steady state friction model, the paper carries out an numerical simulation on transient flow process under different pipe lengths, analyzes and compares changing law of friction and pressure head obtained from the two models throughput simulation calculation, and then studies the model's adaptability.