基于耦合程序的流体瞬变流动水锤现象分析

Transient Characteristics Analysis of Water Hammer Phenomena Based on Coupling Program

  • 摘要: 水锤现象严重威胁系统的安全,而设备的启闭是产生水锤现象的重要因素之一。本文针对并联双泵系统建立耦合程序,计算研究泵启动和阀门关闭时的流体瞬变水锤现象。验证过程证明了耦合程序的正确性,并将三维稳态模型计算结果与实验结果进行了对比,二者符合良好。瞬态分析中,动网格技术成功模拟阀门关闭,并获得了闭合时阀内的重要热工水力参数。通过对比泵启动耦合计算结果与传统RELAP5计算结果可知,耦合程序能正确预测水锤压力波和水锤载荷。耦合分析较一维计算能更直观地展现系统中重要设备内的流体瞬变特性。计算获得的三维瞬态特性能对阀门的设计和优化提供重要的参考。

     

    Abstract: Water hammer is an enormous threat to the safety of loop system. System devices closing or opening is an important factor that induces water hammer. A coupling program was proposed to simulate water hammer in a designed parallel pump-valve system. Cases of pump startup and valve closing were calculated. Coupling steady models were verified, and the steady results match well with experimental data. In transient analysis, dynamic mesh technique was used to simulate the movement of a valve clack, and key parameters were obtained. Coupling results of pump startup were contrast with standalone RELAP5 results. Results present that the coupling program has the potential to predict water hammer pressure surges and forces for the pump-valve system. The coupling program system can directly reflect water hammer in key parts. The three-dimensional transient characteristics could be a fundamental guide for valve design.

     

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