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水电站管道水击计算的自适应网格法 被引量:2

Self-adaptive Method for Simulation of Water Hammer in a Pipe of a Hydropower Station
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摘要 文中首次将自适应网格方法应用于水电站管道水击计算中,通过与水击的特征线法计算结果相比较,其结果更加真实合理.研究表明,这种新的研究方法对整个模拟区域间断的捕捉具有良好的适应性,提高了数值计算的精度. In this paper,the self-adaptive method is applied to the simulation of water hammer in a pipe of hy-dropower station at the first time.Comparing the pressure of water hammer in a given pipe,the numeric results by this method are more reasonable than that by the characteristic method.It is shown that this method is more effective to catch the gap of variables and increase accuracy of the numerical results.
出处 《水利水电技术》 CSCD 北大核心 2001年第9期14-16,共3页 Water Resources and Hydropower Engineering
关键词 水击 数值模拟 自适应网格法 水电站 引水管道 计算 water hammer self-adaptive method numerical simulation
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  • 1刘保华.长引水隧洞电站调压室的水力计算及工况选择[J].水力发电学报,1995,14(4):47-55. 被引量:15
  • 2孙新岭,雍歧卫,蒋明,林梅,周绪扬.有限元法在管道水击计算中的应用探索[J].后勤工程学院学报,2006,22(1):67-69. 被引量:8
  • 3王世泽.水电站建筑物[M].北京:水利电力出版社,1987..
  • 4华东水利学院.水力学:上册[M].北京:科学出版社,1984:80-220.
  • 5WYLIE E B,STREETER V L,LISHENG S.Fluid transients in system[M].New Jersy:Prentice-Hall,Inc,1993.
  • 6IZQUIERDO J,IGLESIAS P L.Mathematical modeling of hydraulic transients in simple systems[J].Mathematical and Computer Modeling,2002,35(6):801-812.
  • 7BRUNO B,BRYAN K W,MARCO F.Velocity profiles and unsteady pipe friction in transient flows[J].Journal of Water Resource Planning and Managent,2000(8):236-244.
  • 8Brackbill J U and Saltzman J S: Adaptive zoning for singular problems in two dimensions,J. Computs. ,Phys, 1982(46).
  • 9Kang Hongwen , Gu Xiangqian , I.iu Chongjian and Wang Pengyun: Adaptive grid technique based on the variational principle and its weight functions, Advances in Atmospheric Sciences, 2002,19 (4).
  • 10Sleiman M: Multistage simulation an adaptive finite element approach using structured grids,Journal of Fluids Engineering, 1999,121(6).

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