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抽水蓄能电站进/出水口拦污栅数值模拟 被引量:10

Numerical simulation of trash rack for a pumped storage plant
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摘要 利用k-ε紊流数学模型对某抽水蓄能电站上水库盖板竖井式进 /出水口进行了数值模拟.针对有无拦污栅的情况,分析了拦污栅对进 /出水口流速分布和水头损失等的影响.就整个进 /出水口而言,不模拟拦污栅,其结果基本能反映进 /出水口的水力学特性. The numerical simulation on the hydraulic characteristics of a shaft intake with cover for the upper reservoir of a pumped storage plant is made with k-ε turbulent model, in which the effect from trash rack on the loss of water head and the flow distribution at the intake/outlet with or without trash rack are analyzed. For the whole intake/outlet, the result shows that the simulation made by physical or mathematical model can reflect the hydraulic characteristics of the intake/outlet basically under the condition without the trash rack is simulated.
出处 《水利水电技术》 CSCD 北大核心 2005年第2期61-63,共3页 Water Resources and Hydropower Engineering
关键词 抽水蓄能电站 进/出水口 拦污栅 水力学特性 Κ-Ε紊流模型 pumped storage plant intake/outlet trash rack hydraulic characteristics k-ε turbulent model
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  • 1Hecker,G.E. 长江水利科学研究院.漩涡模拟的比尺效应,国际水工模拟缩尺影响专题讲座会译文选[M].,1985,10.219-237.

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