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液体管道非稳定流动摩阻计算 被引量:4

Calculation of Unsteady Flow Friction in Liquid Pipeline
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摘要 管道中非稳定流动的分析方法主要有频域法和时域法。非线性摩阻的存在给非稳定流动的分析带来一定困难,通常的作法是认为瞬态流动下的摩阻等于稳定流动下的摩阻,但对于管道非稳定流动的长时间的动态模拟,用传统的“拟稳态”假设计算管道摩擦阻力及相关压头损失不够准确,采用频率相关摩阻模型可改变这一情况。给出了频率相关摩阻的计算公式及在特征线法中的具体应用。 The main analytical method of unsteady flow in pipelines includes frequency domain analysis and time domain analysis. The existence of the non-linear friction makes the analysis difficult. Usually,the pipeline friction in unsteady flow is regarded as to be equal to that under the steady-state flow. But for long period dynamic simulation of unsteady flow in liquid pipelines,using the conventional 'quasi-stationary' hypothesis to calculate the unsteady headless was insufficient. The frequency-dependent friction model can change this situation. Presented in this article is the formula of frequency-dependent friction and its use is MOC (Method of Characteristics).
作者 蒋明
出处 《油气储运》 CAS 北大核心 2000年第4期19-22,共4页 Oil & Gas Storage and Transportation
关键词 液体管道 液体流动 稳定性 非稳定流动摩阻 计算方法 pipeline, fluid, flow, stability, friction, calculation, method
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  • 1岑康,李长俊,廖柯熹,袁达明.液体管道瞬变流摩阻的计算方法[J].油气储运,2004,23(11):25-28. 被引量:2
  • 2岑康,李长俊,廖柯熹,严宇,袁达明.液体管道瞬变流摩阻的计算方法[J].西南石油学院学报,2005,27(3):76-80. 被引量:9
  • 3Ghidaoui M S,Mansour S G S,Zhao M.Applicability of quasisteady and axisymmetric turbulence models in water hammer[J].Journal of Hydraulic Engineering,2002,128(10):917-924.
  • 4Bergant A,Simpson A R,Vitkovsky J.Developments in unsteady pipe flow friction modeling[J].Journal of Hydraulic Research,2001,127(39):249-257.
  • 5Vitkovsky J,Lambert M,Simpson A,et al.Advances in unsteady friction modeling in transient pipe flow[C].Proceedings of the 8th International Conference on Pressure Surges.Hague:BHR Group,2000:471-482.
  • 6Zielke W.Frequency-dependent friction in transient pipe flow[J].Journal of Basic Engineering,1968,90:109-115.
  • 7Vardy A E,Brown J M B.Transient turbulent friction in smooth pipe flows[J].Journal of Sound and Vibration,2003,259(5):1011-1036.
  • 8Ghidaoui M S,Mansour S.Efficient treatment of the vardy-Brown unsteady shear in pipe transients[J].Journal of Hydraulic Engineering,2002,128:102-112.
  • 9Vardy A E,Brown J M B.Transient turbulent,smooth pipe friction[J].Journal of Hydraulic Research,1995,33:435-456.
  • 10Brunone B,Ferrante M,Calabresi F.High reynolds number transients in a pump rising main field tests and numerical modeling[C].Proceedings of the 4th International Conference on Water Pipeline Systems,York,UK:BHR Group,2001:339-348.

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