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Adjusting Steady-State and Transient Thrust as Part of a Pump Turbine Upgrade

机译:作为泵涡轮机升级的一部分,调整稳态和瞬态推力

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Hydraulic thrust can vary dramatically as a pump turbine is run over the entire range of pump and turbine operation. The proper design and control of both the upthrust and downthrust is critical to ensuring that the thrust bearing and the powerhouse structure can safely handle the loads. As part of the Rocky Mountain upgrade the pump turbine hydraulic thrust was evaluated and significantly modified to ensure safe long term operation of these 400MW units. Hydraulic thrust is significantly influenced by runner seal location, the design of the crown thrust relief holes, and the design of the equalizer lines. For the Rocky Mountain upgrade all three were redesigned to properly control both the steady-state and transient thrust. In this paper the design, the model test results, and the field test results will be compared to demonstrate how well the thrust can be controlled. The difficulty in the accurate calculation and measurement of thrust both in the field and in the model test results from the delicate balance of very large forces above the crown and below the band. To be confident that the final thrust was optimized, adjustments in the field were planned as part of the upgrade. Field measurements of thrust before and after the upgrade demonstrate the effectiveness of the redesign. These measurements were based on “spring constant,” calculated from a Finite Element model of the thrust bridge, and confirmed with field dead-weight testing. The thrust redesign allowed for elimination of the equalizer line for pump operation. This had the very positive effect of stabilizing flow below the runner (at the entry point of the equalizer line) which significantly reduced localized cavitation near the runner band.
机译:随着泵涡轮机在整个泵和涡轮机操作范围内运行,液压推力可以随着泵涡轮机而变化。适当的设计和控制促使和污染对确保推力轴承和动力室结构可以安全地处理负载至关重要。作为岩石山升级的一部分,评估泵涡轮机液压推力并显着改变,以确保这400MW单位的安全长期运行。液压推力受跑步者密封位置的显着影响,冠部推力泄裂孔的设计以及均衡器线的设计。对于岩石山升级,所有三个被重新设计,以适当地控制稳态和瞬态推力。在本文中,将进行设计,模型测试结果和现场测试结果,以证明可以控制推力的程度。在现场和模型测试中的准确计算和测量的难度是从冠上的非常大的力的微妙平衡和频段下方。为了确信最终推力被优化,计划的调整是升级的一部分。升级前后推力的现场测量展示了重新设计的有效性。这些测量基于来自推力桥的有限元模型计算的“弹簧常数”,并用现场死亡重量测试证实。推力重新设计允许消除泵操作的均衡器线。这具有稳定流量下方的流量(在均衡器线的入口点)下的非常积极的效果,该流量显着降低了跑步带附近的局部空化。

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