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水力发电学报 ›› 2019, Vol. 38 ›› Issue (4): 160-168.doi: 10.11660/slfdxb.20190415

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井阀联合防护的水电站水力过渡过程分析

  

  • 出版日期:2019-04-25 发布日期:2019-04-25

Influence of combination of surge shaft and pressure reducing valve on transients in long distance diversion pipeline of hydropower station

  • Online:2019-04-25 Published:2019-04-25

摘要: 基于水力计算的特征线法和一维瞬变流理论,分别建立了调压井和调压阀的数学模型,应用于具有长引水管道的水电站。根据调压井和调压阀的工作原理,结合全部机组甩负荷时机组转速上升率和蜗壳最大压力的控制要求,对比了单独设置调压井和井阀联合防护方案分别对水电站过渡过程的影响,得到了与单调压井方案相比,井阀联调方案可以明显且有效地降低蜗壳末端最大压力和机组转速上升率的结论。在此基础上,分析了调压阀的选型对机组运行安全的影响。结合数值计算结果,确定了调压阀的启闭规律及阀径选取原则,数值模拟结果为与此类似水道布置的水电站调压阀选型选取提供了参考。

关键词: 水电站, 防护措施, 调压井, 调压阀, 阀径, 启闭规律

Abstract: Based on the one-dimensional transient flow theory and the method of characteristics, two mathematical models, one for simulating the surge tank and the other for the pressure reducing valve, are developed and applied to a hydropower station with a long distance diversion pipeline. We simulate and compare the combination scheme of a single surge shaft and a pressure reducing valve with the scheme of a single surge shaft, considering the working principle of the surge shaft and the pressure valve and the control requirements of limiting the unit speed increasing rate and volute end peak pressure during the load rejection of all the units. It reveals that the combination scheme can reduce these two controlled factors significantly and effectively. In addition, we analyze the operation safety of the station adopting different types of pressure reducing valves, and determine the opening and closing rules of the valve and the principle of valve diameter selection.

Key words: hydropower station, protective measures, surge shaft, pressure reducing valve, valve diameter, opening and closing rules

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