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Thaw Characteristics of Soil around Buried Pipeline in Permafrost Regions Based on Numerical Simulation of Temperature Fields

机译:基于温度场数值模拟的多年冻土区埋地管道周围土壤解冻特性

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The freezing-thawing processes of the soil around the buried oil and gas pipelines in permafrost regions due to the effect of the pipe and atmospheric environment may bring about dangers to the pipelines as frost heave and thaw settlement occur and go on, and then the buried pipes may face huge challenges for safe operation. To analyze the thermal effect of the buried pipe on the surrounding soil, a two-dimensional computational model of the soil temperature fields was established based on the process of the heat transfer with phase change in the soil. The temperature fields and the thaw characteristics of the soil around the operating pipeline in permafrost regions were studied using numerical methods via the software FLUENT in this paper. The developments of the maximum thawed cylinders and corresponding thaw depths under the pipeline within operation life cycle were predicted and analyzed for various medium temperatures, water contents of soils, insulation layer thicknesses and imposed boundary conditions by climatic warming. In addition, the maximum thaw settlement of the soil under the pipeline in 5 typical permafrost areas along the Russia — China oil pipeline (the section in China) within operation life cycle was calculated. The medium temperatures were assumed to be constant and sinusoidal. The results indicated that the maximum thaw depths and thawed cylinders around the pipeline in permafrost regions enlarged with time elapse and the decrease in water content of the soils under the same boundary conditions. The maximum thaw depths and thawed cylinders increased with the increase of medium temperatures after the same operation time. The insulation layer weakened heat exchange between the pipeline and the surrounding soils and thus reduced the development of the thawed cylinders effectively during the early operation period. This research may provide an effective method for engineering application, and the results may provide references for predicting the thaw settlement of the soil and pipeline in permafrost regions.
机译:多年冻土地区地下油气管道周围土壤的冻融过程,由于管道和大气环境的影响,可能会发生冻胀和融化沉降并继续进行,从而给管道带来危险。管道可能面临安全运行的巨大挑战。为了分析埋管对周围土壤的热效应,建立了基于土壤相变传热过程的土壤温度场二维计算模型。利用数值软件FLUENT,研究了多年冻土区作业管线周围土壤的温度场和融化特征。针对各种介质温度,土壤含水量,保温层厚度和气候变暖施加的边界条件,预测并分析了在操作生命周期内管道下最大解冻柱的发展以及相应的解冻深度。此外,还计算了在运营生命周期内俄罗斯-中国输油管道(中国部分)沿线的5个典型多年冻土区中,管道下方土壤的最大融解量。假定中等温度是恒定的正弦曲线。结果表明,在相同的边界条件下,多年冻土区管道周围的最大解冻深度和解冻柱随着时间的流逝而增大,土壤含水量减小。在相同的操作时间之后,最大解冻深度和解冻圆柱体随着介质温度的升高而增加。隔热层削弱了管道与周围土壤之间的热交换,从而有效减少了运营初期的解冻钢瓶的发展。该研究可为工程应用提供有效的方法,其结果可为预测多年冻土区土壤和管道的融化沉降提供参考。

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