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液体管道瞬变流摩阻的计算方法 被引量:9

CALCULATING METHODS OF FRICTION LOSSES WITH TRANSIENT FLOW EM PIPE
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摘要 在液体管道瞬变流计算中,传统的拟恒定摩阻模型不能准确描述瞬变流的真实物理现象。多年来人们一直在研究瞬变流摩阻的精确表达式和计算方法。总结了液体管道中瞬变流摩阻的计算方法,着重阐述了瞬变流非恒定摩阻问题的主要研究成果,介绍了几类有重要价值的非恒定摩阻模型及相应的应用范围,并给出了各类模型进行数值计算的思路,最后通过算例验证了非恒定摩阻模型比传统的拟恒定摩阻模型能更精确地模拟液体管道瞬变流压力波的衰减和波形畸变。 The traditional quasi - steady friction model can not be accurately described the real transient problems in transient pipe flow. The conventional quasi - steady friction model and the historical approaches proposed for improving the numerical modeling of transient events was summarized in the paper. The solutions of the several unsteady friction models with the well - known method of characteristics were presented. The models were verified for turbulent flows and the unsteady friction models indicated better agreement between measured and computed pressure heads than the conventional quasi - steady friction model. And finally, the more accurate unsteady friction models were applied to simulate transient pipe flow in other pipelines such as crude oil and product oil pipelines.
出处 《西南石油学院学报》 CSCD 北大核心 2005年第3期76-80,i006,共6页 Journal of Southwest Petroleum Institute
关键词 液体管道 计算方法 瞬变流 非恒定摩阻模型 精确表达式 物理现象 研究成果 应用范围 数值计算 波形畸变 类模型 压力波 传统 liquid pipeline transients water hammer friction losses unsteady friction losses
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参考文献21

  • 1斯特里特VL 清华大学流体传动与控制教研组译.瞬变流[M].北京:水利电力出版社,1983..
  • 2Wylie E B, Streeter V.Fluid transients in systems[Z].Prentice-Hall,Inc,Englewood Cliffs,N J. 1993.
  • 3鄂学全,刘国华,王薇,王平,王红霞.特征线法分析长距离输油管道的流动瞬变过程[J].水动力学研究与进展(A辑),1998,13(4):430-440. 被引量:14
  • 4Daily J W,Hankey W L,Olive R W,et al. Resistance coefficients for accelerated and decelerated flows through smooth tubes and orifices[J].Transactions of the American Society of Mechanical Engineers,1956,78:1071-1077.
  • 5Carstens M R, Roller J E.Boundary-shear stress in unsteady turbulent pipe flow[J].Journal of the Hydraulics Division,American Society of Civil Engineers,1959,85:67-81.
  • 6Brunone B,Golia U M,Greco M. Modeling of fast transients by numerical method[C].9th Round Table IAHR Group,Valencia,1991.273-280.
  • 7Brunone B,Ferrante M,Calabresi F. High reynolds number transients in a pump rising main,field tests and numerical modeling[C].4th International Conference on Water Pipeline Systems,York,UK,BHR Group,2001.
  • 8Zielke W.Frequency-dependent friction in transient pipe flow[J].Journal of Basic Engineering,American Society of Mechanical Engineers,1968,90:109-115.
  • 9Vardy A E,Brown J M B. Transient turbulent friction in smooth pipe flows[J].Journal of Sound and Vibration ,2003,259(5):1011-1036.
  • 10Ghidaoui M S,Mansour S. Efficient treatment of the Vardy-Brown unsteady shear in pipe transients[J].Journal of Hydraulic Engineering, American Society of Civil Engineers ,2002,128:102-112.

二级参考文献5

  • 1蔡亦钢.流体传输管道动力学[M].杭州:浙江大学出版社,1990..
  • 2曲慎扬,原油管道工程,1991年
  • 3严大凡,输油管道设计与管理,1979年
  • 44,betamiodeAlmeida,A.andkoelle,E.:Fluidtransientsinpipenetworks,ComputationalMechanicsPublications,1992. (1999-08-09)
  • 5张付卿.不可压缩单相流体紊流区沿程阻力计算[J].油气储运,1999,18(2):28-30. 被引量:9

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