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Assessment of the effectiveness of two heat removal techniques for permafrost protection

机译:评估两种用于永久冻土的除热技术的有效性

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Two mitigation techniques, an air convection embankment and an embankment of a granular material with an integrated heat drain, have been tested for the implementation in the shoulders of road and airfield embankments in permafrost regions. Both techniques will allow cold air to penetrate the embankment from the bottom, while warm air is dissipated at the top. The techniques have been tested in the laboratory, where a small-scale embankment (SSE) was build and placed in a cold room to measure the embankment temperatures during winter conditions. A numerical modeling has been developed and calibrated on the SSE to verify the effects on the thermal regime of full-scale embankments. The results have shown that both techniques will cause a decrease in temperature, which will minimize or even possibly avoid permafrost degradation underneath the embankments. The laboratory results have also shown that the effectiveness of the air convection embankment technique can be increased during winter conditions by ventilating the top and the bottom of the embankment shoulders. Installation of air intakes along the shoulders will facilitate air flow into the system during winter and will trap the cold air in the bottom of the embankment through the summer period. This solution has been verified using the numerical model.
机译:已经测试了两种缓解技术,即空气对流路堤和带集成散热装置的粒状材料路堤,以在多年冻土地区的路基和机场路堤路肩上实施。两种技术都将允许冷空气从底部渗透到路堤,而热空气则在顶部消散。该技术已在实验室进行了测试,在实验室中建造了小型路堤(SSE),并将其放置在冷藏室中以在冬季条件下测量路堤温度。已经开发了一个数值模型,并在SSE上进行了校准,以验证对全尺寸路堤的热状态的影响。结果表明,两种技术都将导致温度降低,这将使路堤下方的永久冻土降到最低,甚至可能避免其退化。实验结果还表明,空气对流路堤技术在冬季条件下可以通过对路肩肩膀的顶部和底部通风来提高其有效性。沿肩膀安装进气口将在冬季促进空气流入系统,并在整个夏季将冷空气滞留在路堤底部。该解决方案已使用数值模型进行了验证。

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