期刊文献+

青藏高原封闭道碴层对下部多年冻土保护作用的现场实验研究 被引量:7

In-situ Experiment on the Cooling Effect of Closed Ballast Layer on Permafrost on the Tibetan Plateau
下载PDF
导出
摘要 为了研究封闭道碴层对其下部多年冻土是否具有积极的保护作用,在青藏铁路北麓河试验段附近建立了封闭碎石道碴坑和卵石地表对比试验场,并对下部地温进行监测.结果发现:经过两个冻融循环后,道碴坑底部(1.3 m深度处)年平均地温为-1.11℃,比卵石地表相同深度低0.73℃;道碴坑中部(0.7m深度处)年平均地温为-1.60℃,比卵石地表相同深度地温低1.4℃.封闭碎石道碴层可以提升冻土上限,降低多年冻土温度,对下部多年冻土起到很好的保护作用.封闭道碴层的这种降温效果是由于道碴层具有可变导热系数的特点,暖季道碴层上部温度高,下部温度低,不产生对流,等效导热系数小,传入道碴层以下土体的热量较少;相反寒季道碴层上部温度低,下部温度高,产生自然对流,等效导热系数增大,有利于道碴层以下土体释放热量. In order to study the cooling effect of the closed ballast layer on permafrost on the Tibetan Plateau, a test field with a closed ballast pit and a gravel surface was built near the Beiluhe test site of the Qinghai-Tibet Railway, and the ground temperatures beneath the test field have been monitored. The test results indicate that: 1) After two years of freezing and thawing, the annual mean ground temperature at the bottom of the closed ballast pit (at the depth of 1.30 m) is --1.11℃, which is 0.73 ℃ lower than that at the same depth beneath the gravel surface without a closed ballast layer; the annual mean ground temperature at the middle of the closed ballast pit (at the depth of 0. 70m) is --1. 60 ℃, which is 1. 4 ℃ lower than that at the same depth beneath the gravel surface. 2) The closed ballast layer can raise permafrost table, decrease annual mean ground temperature below the ballast layer, and protect the permafrost effectively. 3) The main reason that a closed ballast layer can cool the underlying soil on the Tibetan Plateau is that the equivalent conductive coefficient of the ballast layer is variable; In summer, the temperature at the top of the ballast layer is much higher than that at the bottom, so the natural convection in the ballast layer can not take place, and the heat transfer is only in the form of conduction; in winter, however, the temperature at the top of the ballast layer is much lower than that at the bottom, so that the convective flow induced by the density gradient occurs in the closed ballast layer, which can significantly increase the rate of upward heat loss.
出处 《冰川冻土》 CSCD 北大核心 2006年第2期229-234,共6页 Journal of Glaciology and Geocryology
基金 中国科学院寒区旱区环境与工程研究所知识创新工程项目(2004104) 中国科学院知识创新工程重要方向项目(KZCX3-SW-351) 中国科学院知识创新工程重大项目(KZCX1-SW-04)资助
关键词 封闭道碴层 多年冻土 降温作用 青藏高原 closed ballast layer permafrost cooling effect Tibetan Plateau
  • 相关文献

参考文献16

二级参考文献144

  • 1赖远明,张明义,喻文兵,高志华.封闭条件下抛石路堤降温效果及机理的试验研究[J].冰川冻土,2004,26(5):576-581. 被引量:33
  • 2吴青柏,童长江.冻土变化与青藏公路的稳定性问题[J].冰川冻土,1995,17(4):350-355. 被引量:84
  • 3李述训,程国栋,郭东信.气候持续变暖条件下青藏高原多年冻土变化趋势数值模拟[J].中国科学(D辑),1996,26(4):342-347. 被引量:51
  • 4程国栋 王绍令.试论中国高海拔多年冻土带的划分[J].冰川冻土,1982,4(2):1-17.
  • 5程国栋.我国高海拔多年冻土地带性规律之探讨[J].地理学报,1984,39(2):185-193.
  • 6康德拉捷夫.波律.刘建坤 李纪英译.在建铁路工程冻土监测系统概论[M].北京:中国铁道出版社,2001.31—48.
  • 7铁道部第三勘察设计院 编著.冻土工程[M].北京:中国铁道出版社,1994.154.
  • 8程国栋 童伯良 罗学波.厚层地下冰地段路堤建筑中两个重要问题[J].冰川冻土,1981,3(2):6-11.
  • 9Lin Ruitai(林瑞泰).Introduction to the Heat and Mass Transfer in Porous Media (多孔介质传热传质引论)[M].Beijing: Science Press(北京:科学出版社),1995..
  • 10Zhou Youwu Guo Dongxin Qiu Guoqing et al(周幼吾 郭东信 邱国庆 等).Geocryology in China (中国冻土)[M].Beijing: Science Press(北京:科学出版社),2000.37.

共引文献415

同被引文献87

引证文献7

二级引证文献19

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部