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Observation Study on Water Discharge Structure for Dongping Hydro Junction

机译:东平水电站枢纽排水结构观测研究

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In this paper the technical method and relevant research results for observing hydrodynamic pressure of stilling pond bottom is introduced when the dam is respectively discharging by middle and surface outlet. The research result indicates that in the observation of working condition the water tongue is fully aerated. After it drops to the stilling pond, the energy cut back fast. The table of discharge due to upstream water-hole high-flow large. As a result of high water level at upstream and large flow, the fluctuating pressure of surface outlets is larger than middle outlets. But the measurement shows that the amplitude fluctuating pressure in the plunge pool is small and the energy is low. Besides the parameter values are within the allowable range in the design. It can be concluded that the water discharge structure discharges smoothly and the stilling pond operates safety.
机译:介绍了在大坝分别通过中间出水口和地面出水口时,静水池底水动力压力观测的技术方法和相关研究成果。研究结果表明,在观察工作状态时,水舌已完全充气。落入静水池后,能量迅速减少。该表由于上游水孔的高流量而排出。由于上游水位高且流量大,地面出水口的波动压力大于中间出水口的波动压力。但测量结果表明,冲水池中的振幅波动压力较小,能量较低。此外,参数值在设计允许的范围内。可以得出的结论是,排水结构排水顺畅,消池工作安全。

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