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Cooling effects study on ventilated embankments under the influence of the temperature differences between the sunny slopes and the shady slopes

机译:阳坡与阴坡温差影响下通风路堤降温效果研究

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摘要

Based on theories of heat and mass transfer, three-dimensional theoretical and numerical models were presented to analyze the temperature characteristics of embankments in permafrost regions. Conditions of air convective within crushed rock layer and the background of the climate warming in the future were considered. In addition, temperature differences between the sunny and shady slopes of embankments, as well as the uneven distribution of air temperatures inside the ventilated duct were also considered in the models. Cooling effects and temperature field characteristics of three kinds of embankments were analyzed and compared. Results of traditional embankment indicated that there were significant differences in permafrost tables between the sunny and shady slopes, and the underlying permafrost was in serious degradation. A large asymmetric 0 °C melting bulb was formed in and beneath the embankment over winter time. The analysis indicated that the duct-ventilated embankment could lower the temperature of underlying permafrost, and elevate the permafrost table under the embankment. The duct-ventilated embankment could also adjust the differences of permafrost tables, and improve the asymmetry of the temperature fields between the sunny and shady slopes. Due to climate warming, however, a 0 °C melting bulb still developed at the sunny slope foot of the duct-ventilated embankment. To prevent the 0 °C melting bulb from occurring, a closed crushed rock revetment was applied on the sunny slope, and the results indicated that the cooling effect of duct-ventilated embankment with the closed crushed rock revetment was better than that without the closed crushed rock revetment. Soils in and beneath the duct-ventilated embankment with closed crushed rock revetment could refreeze completely over winter time and this kind of embankment could also effectively adjust the differences of permafrost tables between the sunny and shady slopes.
机译:基于传热传质理论,提出了三维理论和数值模型,对多年冻土区路堤的温度特性进行了分析。考虑了碎石层内的空气对流条件和未来气候变暖的背景。此外,在模型中还考虑了路堤晴天和阴凉坡度之间的温差以及通风管道内空气温度的不均匀分布。分析比较了三种路堤的降温效果和温度场特征。传统路堤的结果表明,在阳光充足和阴凉的斜坡之间,多年冻土表存在显着差异,并且潜在的多年冻土正在严重退化。在冬季,路堤内部和下方形成了一个大的不对称0°C大熔化灯泡。分析表明,管道通风路堤可以降低下伏多年冻土的温度,并升高路堤下的冻土层。风管通风路堤还可以调节多年冻土台面的差异,并改善晴天和阴凉斜坡之间温度场的不对称性。然而,由于气候变暖,导管通风路堤的向阳坡脚处仍形成了0°C的熔化球。为防止0°C熔化球的发生,在阳光充足的斜坡上进行了密闭碎石护坡,结果表明,采用密闭碎石护坡的通风管道路堤的冷却效果要好于不使用密闭碎石的风管通风路堤。护岸。风管通风路堤内和下方带有封闭的碎石护坡的土壤可以在冬季完全冻结,这种路堤还可以有效地调节晴天和阴凉坡度之间的多年冻土表差异。

著录项

  • 来源
    《Cold regions science and technology》 |2011年第2期|p.226-233|共8页
  • 作者单位

    State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou Cansu 730000, China;

    State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou Cansu 730000, China;

    State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou Cansu 730000, China;

    State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou Cansu 730000, China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    permafrost tables; temperature field characteristics; the sunny and shady slope; the duct-ventilated embankment; the closed crushed rock revetment;

    机译:永久冻土台;温度场特性晴朗阴凉的斜坡;管通风路堤;封闭的碎石护岸;

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