期刊文献+

输油管道多点泄漏地表温度场数值模拟 被引量:9

Numerical simulation on soil surface temperature field of oil pipeline under multiple-point leak
原文传递
导出
摘要 以多点泄漏埋地输油管道为研究对象,建立土壤多孔介质中油水两相流动传热耦合模型,基于相似理论对管道泄漏计算区域进行缩放。利用CFD软件Fluent6.3模拟埋地输油管道多点泄漏情况下地表温度场的特征以及多个泄漏点之间的相互影响,结果表明:满足一定条件的对流现象A、B具有传热和流动的相似性;泄漏点轴向距离为3m时,泄漏介质之间的相互影响较大,地表温度场的泄漏区域呈不规则椭圆形;多点泄漏情况下地表温度场分布明显,在模拟条件下3h内地表温差达到10K。 Taking the underground oil pipeline with multiple-point leak as a research object,the oil-water two-phase flow coupled heat transfer model in the soil of porous medium is established and computational domain of pipeline leak is zoomed based on the similarity theory. The features of soil surface temperature field for underground oil pipeline with multiple-point leak and their inter-influence among different leak points are simulated by Fluent 6.3,CFD software. Results show that convection phenomena A and B satisfying certain conditions are similar in heat transfer and flow. When axial distance between the leak points is 3 m, the inter-influence between leak medium is great and leak domain of soil surface temperature field appears an irregular elliptic shape. Soil surface temperature field with multiple-point leak distributes obviously and soil surface temperature difference can reach 10 K within 3 hr under simulation conditions.
出处 《油气储运》 CAS 北大核心 2011年第9期677-680,633,共4页 Oil & Gas Storage and Transportation
基金 黑龙江省教育厅科学技术研究项目"地下输油管道泄漏红外检测若干问题研究" 11551009
关键词 输油管道 多点泄漏 地表温度场 传热耦合 模型 oil pipeline,multiple-point leak,soil surface temperature field,coupled heat transfer,model
  • 相关文献

参考文献11

二级参考文献28

  • 1崔谦,靳世久,王立坤,魏茂安,周琰.基于序贯检验的管道泄漏检测方法[J].石油学报,2005,26(4):123-126. 被引量:27
  • 2Brunone B, Golia UM, Greco M. Effectes of two- dimensionality on pipe transients modeling. Journal of Hydraulic Engingeering, 1995, 121(12): 906-912.
  • 3Pezzinga G. Evaluation of unsteady flow resistances by quasi-2D or 1D models. Journal of Hydraulic Engineering, 2000, 126(10): 778-785.
  • 4Zielke W. Frequency-dependent friction in transient pipe flow. Journal of Basic Engineering, ASME, 1968, 90: 109-115.
  • 5Ghidaoui MS, Mansour S. Efficient treatment of the Vardy-Brown unsteady shear in pipe transients. Journal of Hydraulic Engineering, 2002, 128(1): 102-112.
  • 6Simpson A, Goldberg DE. Pipeline optimisation via genetic algorithms: from theory to practice. In: 2nd International Conference on Water Pipeline Systems, Edingburgh, Scotland, 1994. 309-320.
  • 7Liggert JA, Chen L. Inverse transient analysis in pipe networks. Journal of Hydraulic Engingeering, 1994, 120(8): 934-955.
  • 8John P Vitkovsky, Angus R Simpson, Martin F Lambert. Leak detection and calibration using transient and genetic algorithms. Journal of Water Resources Planning and Management, 2000, 126(4): 262-265.
  • 9Phetteplace Gary. Infrared thermography for condition assessment of buried district heating piping,ASHRAE Transactions,1999(105).
  • 10Stockton Gregory R. Aerial infrared thermography, Cadalyst,2004,21(9).

共引文献24

同被引文献68

引证文献9

二级引证文献29

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部