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青海省地盘子水电站阻抗式调压井水位波动的计算和试验研究

The Calculating And Experiments of Surges in Throttled Surge Tank of Di Panzi Water Power Station in Qing Hai Province

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【作者】 刘松舰张志昌潘海荣王裕征

【Author】 LIU Songjian1, ZHANG Zhichang1, PAN Hairong2, WANG Yu zheng3(1.Xi’an University of technology, Shaanxi Xi’an 710048,China; 2. Qinghai Wanli Water &Electricity co. ltd, Qinghai Xi ning 810001,China; 3. Qinghai Design Academyof Water Conservancy & HydroElectric, Qinghai Xining 810001,China)

【机构】 西安理工大学青海省万立水电有限责任公司青海省水利水电设计研究院 陕西西安710048陕西西安710048青海西宁810001青海西宁810001

【摘要】 本文从调压井的基本方程出发,采用Fortran语言和龙格库塔方法编制了阻抗室调压井水位波动的数值计算程序,用此程序计算了青海地盘子水电站阻抗式调压井两种阻抗孔面积下在增荷或甩荷时的水位波动过程,并与模型试验结果相比较,结果表明计算结果与实测结果相符。这种计算方法对其它实际工程有参考价值。

【Abstract】 The paper makes out the calculating program of the surges in throttled surge tank with the method of RungeKutta and Fortran from the basic formulation of surge tank and calculates the surges in throttled surge tank of Di Panzi water power station under load rejection or load increase. Two different area of impedance hole have been considered while calculating. Compared with the result of model experiment, the calculating result is consistent with it. The method of calculating is consultable to other projects.

  • 【文献出处】 西北水力发电 ,Journal of Hydro Electric Power , 编辑部邮箱 ,2002年04期
  • 【分类号】TV732.51
  • 【被引频次】1
  • 【下载频次】94
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