Examining the effect of Debris Flow on Oil and Gas Pipelines Using Numerical Analysis

Z. Mustaffa, M. Al-Bared, Nursyahira Habeeb, M. A. Khan
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Abstract

This article examines the impact of debris flow on semi-exposed pipelines to determine the plastic deformation and stresses by considering pipe-debris flow interaction. A 3-D finite element approach was adopted to study the mechanical behavior of pipelines subjected to debris flow. Integration of pipeline property (thickness) with debris flow intensity (impact pressure and angle) was also considered in a finite element numerical model for semi-exposed. The analysis showed that the impact angle between 35° and 75° with an impact pressure of 200 kPa and 250 kPa significantly affected the stability and integrity of the pipeline. There was a slight impact of wall thickness on the stability of the pipeline due to the passive soil resistance. Maximum plastic deformation of 124 mm was encountered in the case of 35° impact angle, which was 3% more than the deformation observed at 20° impact angle. Moreover, large distribution of von mises stresses was observed, as 1390 Mpa, 1450 Mpa, 1440 Mpa, and 1440 Mpa for impact angles of 20°, 35°, 75°, and 90° in the impacted zone of the pipeline in each set of analysis. Shear failure of the pipeline was observed during the analysis as von misses’ stresses were more than the yield stress (520 Mpa) of the pipeline. The developed model in this study can be utilized for further research and will be a basis for designing pipelines crossing through mountainous regions.
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泥石流对油气管道影响的数值分析
本文研究了泥石流对半暴露管道的影响,通过考虑管道-泥石流相互作用来确定管道的塑性变形和应力。采用三维有限元方法研究了管道在泥石流作用下的力学行为。在半暴露的有限元数值模型中,还考虑了管道特性(厚度)与泥石流强度(冲击压力和冲击角度)的集成。分析表明,冲击角在35°~ 75°之间,冲击压力分别为200 kPa和250 kPa,对管道的稳定性和完整性影响较大。由于被动土阻力,管壁厚度对管道稳定性影响较小。35°冲击角下的最大塑性变形为124 mm,比20°冲击角下的变形大3%。此外,在每组分析中,在冲击角为20°、35°、75°和90°时,管道冲击区内von mises应力分布较大,分别为1390 Mpa、1450 Mpa、1440 Mpa和1440 Mpa。在分析过程中,由于管道的von mises应力大于管道的屈服应力(520 Mpa),导致管道发生剪切破坏。本研究建立的模型可用于进一步的研究,并将为穿越山区的管道设计提供依据。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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