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Numerical investigation of residual heat removal pumps based on fluid-structure interaction in 1000 MW nuclear power plants

机译:基于流固耦合的1000 MW核电厂余热除尘泵的数值研究

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Residual heat removal pump (RHRP) is one of key equipments in 1000 MW nuclear power plants; its faction is to transport high temperature and pressure medium. Vibration and dynamic stress which is caused by the interaction between the fluid and structure can affect the reliability of RHRP. This paper presents an investigation of internal flow field of residual heat removal pumps, by using a combined calculation for turbulent flow and structure response of impeller was first established using one-way coupling method. For the calculation, the flow field is based on Reynolds-averaged equations that resemble the shear stress transport (SST) k-ω turbulence model and the structure response is based on elastic structural dynamic equation. The dynamic stresses in the rotor system are computed according to the fourth strength theory. The results show that the domain frequencies of pressure fluctuations of monitors on the outlet of impeller are 5 f (rotating shaft frequency), 10 f, 15 f and 20 f. The amplitude of the relatively large pressure fluctuations peak is lowest under the design flow rate operating condition. The time-average radial force value at the design condition is the smallest. The hydraulic force magnitude at the maximum operating condition is the largest and phase different can be clearly seen among the results obtained under different conditions. The relatively large stress of rotor for all conditions is the biggest at shaft shoulder near the bearing, and it increases with flow rate. The relatively large displacement value of monitoring point at the impeller outlet is bigger than monitoring point at the wear ring of impeller.
机译:余热排污泵(RHRP)是1000 MW核电站的关键设备之一。它的派系是运送高温高压介质。由流体和结构之间的相互作用引起的振动和动态应力会影响RHRP的可靠性。本文对余热泵的内部流场进行了研究,通过综合计算湍流,首次建立了单向耦合法的叶轮结构响应。对于计算,流场基于类似于切应力传输(SST)k-ω湍流模型的雷诺平均方程,结构响应基于弹性结构动力学方程。根据第四强度理论计算转子系统中的动应力。结果表明,叶轮出口监控器的压力波动域频率为5 f(旋转轴频率),10 f,15 f和20 f。在设计流量运行条件下,相对较大的压力波动峰值的幅度最低。设计条件下的时间平均径向力值最小。在不同工况下获得的结果中,最大工况下的水力大小最大,并且相位明显不同。在所有情况下,转子的相对较大的应力在轴承附近的轴肩处最大,并且随流速的增加而增大。叶轮出口处监测点的相对较大的位移值大于叶轮磨损环处的监测点的较大位移值。

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