Numerical evaluation of the effectiveness of frost heave mitigation strategies for chilled arctic gas pipelines

Pub Date : 2022-10-01 DOI:10.1016/j.rcar.2022.12.002
XinZe Li , QingBai Wu , HuiJun Jin , Rui Shi , Gang Wu , YaPeng Cao
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Abstract

To prevent the thawing of ice-rich permafrost, it is suggested that gas should be transported in a chilled state (below the freezing temperature) in pipelines buried in permafrost. However, frost heave occurs when water migrates towards the chilled pipeline and ice lenses grow underneath the pipe. This might endanger the integrity of the pipeline and the environment as well. Therefore, innovative frost heave mitigation measures are required when designing the pipeline, especially those sections in discontinuous permafrost or near the compressor stations. The ground temperature field in response to the operation of a proposed chilled gas pipeline traversing permafrost regions in Alaska was simulated by a pipe-soil thermal interaction geothermal model. Frost heave mitigation measures, including insulation around the pipe, flat slab insulation under the pipe, and heating cables combined with slab insulation, were evaluated for chilled pipeline operation in seasonally varying ambient temperatures. The numerical results show that the minimum temperature of the observation point at 2.5 m below the pipe bottom increases by 17%, 29%, and 48% when the thermal conductivity of the outer insulation layer is 0.1, 0.05, and 0.02 W/(m·K), respectively. For flat slab insulation, the thermal field is less sensitive to varying slab thicknesses than to varying thermal conductivity, implying the thermal conductivity, not the thickness, is the crucial factor. Additionally, the heat flow could be redirected from vertical to horizontal by flat slab insulation. The electrical heating cables could be regarded as a new heat source to balance the heat removal rate of the soil around the chilled pipe. The minimum temperature of the observation point at 1.1 m below the bottom of the pipe increases from −15.2 °C to −3.0, 1.5, and 7.5 °C, corresponding to the heating cable power of 20, 30, and 40 W, respectively, with the power of 30 W deemed appropriate for the study case. It is concluded that heating cables in combination with insulation slabs could be adopted to regulate the temperature field around the chilled pipeline efficiently and economically. The advantages of this combination include redirecting the heat flow and eliminating frost in the soil underlying the pipe. These approaches could be considered for applications in gas pipeline projects in arctic and alpine/high-plateau permafrost regions.

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冰冻北极天然气管道冻胀缓解策略有效性的数值评价
为了防止富冰永久冻土的融化,建议在埋在永久冻土中的管道中以冷冻状态(低于冰点温度)输送天然气。然而,当水迁移到冷冻管道和冰透镜在管道下生长时,就会发生霜胀。这可能会危及管道的完整性和环境。因此,在设计管道时,特别是在不连续冻土段或压缩站附近,需要采取创新的霜胀缓解措施。采用管道-土壤热相互作用地热模型,模拟了阿拉斯加冻土区冷冻天然气管道运行时的地温场。针对季节性环境温度变化的冷冻管道运行,评估了霜胀缓解措施,包括管道周围保温、管道下平板保温、加热电缆与平板保温相结合。数值结果表明,当外保温层导热系数为0.1、0.05和0.02 W/(m·K)时,管底以下2.5 m处观测点的最低温度分别提高了17%、29%和48%。对于平板绝热材料,热场对厚度变化的敏感性低于对导热系数变化的敏感性,这意味着导热系数而不是厚度是关键因素。此外,通过平板隔热,热流可以从垂直方向转向水平方向。电加热电缆可以作为一种新的热源来平衡管道周围土壤的放热速率。管底以下1.1 m处观测点的最低温度从−15.2℃增加到−3.0℃、1.5℃、7.5℃,对应的加热电缆功率分别为20w、30w、40w,本案例以30w为宜。结果表明,采用加热电缆与保温板相结合的方式可以有效、经济地调节管道周围的温度场。这种组合的优点包括重新定向热流和消除管道下面土壤中的霜。这些方法可以考虑应用于北极和高山/高原永久冻土区的天然气管道项目。
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