抽水蓄能电站下库进/出水口水力特性

Hydraulic model study of inlet/outlet of a lower reservoir for Xianju pumped storage plant

  • 摘要: 为减小仙居抽水蓄能电站下库进/出水口及泄放洞进口围堰施工难度,需对原围堰方案进行调整,并验证其合理性.利用150比尺的水工正态模型,针对下库进/出口及泄放洞布置调整方案,进行了不同运行工况试验研究,分析了调整方案水流流态及水力特性,发现了存在的不利流态,提出前池连接优化方案,论证优化布置方案的合理性,为工程实施及安全运行提供了科学依据.

     

    Abstract: For reducing the construction difficulty of the inlet/outlet of the lower reservoir and the discharge tunnel of Xianju pumped storage plant, it is necessary to find alternative programes for the original program and verify their rationality. Based on a hydraulic model with 150 scale, studies of hydraulic characteristics under different operating conditions for alternative programs for the inlet/outlet of the lower reservoir and the tunnel of Xianju pumped storage plant are carried out. Flow pattern and hydraulic characteristics for the alternative programs are analyzed in the study, and it is found that there are some bad flow patterns. An optimization program is developed for the connection with the forebay. The test results show that the hydraulic characteristics of the optimized program are feasible, and it can be taken as the base of science for the pumped storage projects under construction and operation.

     

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