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本文通过对广州抽水蓄能电站上游引水岔管试验成果的分析研究,初步探讨了抽水蓄能电站岔管群的水力特性,并对减少抽水蓄能电站岔管群的水头损失的方法进行探索。应用本文的试验研究成果,可了解抽水蓄能电站岔管群的流态、水头损失值及其变化规律,可为工程设计提供参考。
Based on the analysis of the experimental results of the diversion bifurcation pipe in the upper reaches of Guangzhou Pumped Storage Power Station, the hydraulic characteristics of the bifurcated pipe group of the pumped storage power station are discussed initially, and the method to reduce the head loss of the bifurcated pipe group of the pumped storage power station is explored. Applying the experimental research results in this paper, we can know the flow and head loss value and its variation law of bifurcated pipe group of pumped storage power station, which can provide reference for engineering design.