Climate warming is likely to weaken the performance of two-phase closed thermosyphon on the Qinghai–Tibet Plateau

IF 6.4 1区 地球科学 Q1 ENVIRONMENTAL SCIENCES
Guan-Li Jiang , Zi-Teng Fu , Xin-Yu Men , Hong-Ting Zhao , Si-Ru Gao , Yong-Zhi Liu , Qing-Bai Wu
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引用次数: 0

Abstract

Over the years, numerous geotechnical approaches have been implemented to mitigate the adverse effects of climate warming on various infrastructures in the permafrost region of the Qinghai–Tibet Plateau (QTP), such as the Qinghai–Tibet Highway and Railway, and achieved the expected engineering outcomes. However, little attention has been given to whether the performance of these geotechnical approaches has changed during the ongoing process of climate warming. To investigate the performance variation of one of these geotechnical approaches, which is two-phase closed thermosyphon (TPCT), during sustained climate warming, we conducted a statistical analysis of soil temperature monitoring data in 2003–2020 from eight regular embankments and six TPCT embankments in our permafrost monitoring network. The results indicate that TPCT undeniably has a cooling effect on the permafrost beneath embankments, even rapidly eliminated previously formed taliks beneath embankment. However, further analysis reveals that the performance of TPCT has been weakening during sustained climate warming, which has confirmed by the re-forming of the taliks beneath embankment where they had been previously eliminated. Based on the current understanding, we attributed the weakening of thermosyphon performance to a significant reduction in the air temperature freezing index caused by ongoing climate warming. Through this study, we aimed to draw attention to the evolving performance of geotechnical approaches in permafrost regions amid climate warming, prompting necessary engineering innovations to address this situation and ensure the sustainable development of the permafrost region on the QTP.

气候变暖可能会削弱青藏高原两相封闭热气流的性能
多年来,为减轻气候变暖对青藏高原冻土区各种基础设施(如青藏公路和铁路)的不利影响,已采用了许多岩土工程方法,并取得了预期的工程效果。然而,人们很少关注这些岩土工程方法的性能是否在气候变暖的过程中发生了变化。为了研究其中一种土工方法--两相闭式热喷(TPCT)--在气候持续变暖过程中的性能变化,我们对冻土监测网络中 8 个常规路堤和 6 个 TPCT 路堤 2003-2020 年的土温监测数据进行了统计分析。结果表明,不可否认,TPCT 对路堤下的冻土层有降温作用,甚至能迅速消除路堤下先前形成的滑石。然而,进一步的分析表明,在气候持续变暖的过程中,TPCT 的性能正在减弱,这一点从堤坝下之前被消除的滑石重新形成得到了证实。根据目前的认识,我们将热吸震性能减弱归因于持续气候变暖导致气温冻结指数显著降低。通过这项研究,我们希望引起人们对气候变暖下永久冻土地区岩土工程方法性能演变的关注,促使必要的工程创新来应对这种情况,确保青藏高原永久冻土地区的可持续发展。
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来源期刊
Advances in Climate Change Research
Advances in Climate Change Research Earth and Planetary Sciences-Atmospheric Science
CiteScore
9.80
自引率
4.10%
发文量
424
审稿时长
107 days
期刊介绍: Advances in Climate Change Research publishes scientific research and analyses on climate change and the interactions of climate change with society. This journal encompasses basic science and economic, social, and policy research, including studies on mitigation and adaptation to climate change. Advances in Climate Change Research attempts to promote research in climate change and provide an impetus for the application of research achievements in numerous aspects, such as socioeconomic sustainable development, responses to the adaptation and mitigation of climate change, diplomatic negotiations of climate and environment policies, and the protection and exploitation of natural resources.
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