›› 2012, Vol. 33 ›› Issue (3): 674-680.

• 基础理论与实验研究 • 上一篇    下一篇

透壁通风管路堤的对流换热和蒸发散热

孙斌祥1, 2,杨丽君1, 2,王 伟1, 2,章金钊2,汪双杰2   

  1. 1. 绍兴文理学院 土木工程系,浙江 绍兴 312000;2. 中交第一公路勘察设计研究院有限公司 多年冻土区公路建设与养护技术交通行业重点实验室,西安 710075
  • 收稿日期:2010-05-04 出版日期:2012-03-10 发布日期:2012-03-12
  • 作者简介:孙斌祥,男,1963年生,教授,主要从事寒区工程路基稳定性及结构疲劳损伤检测等研究工作
  • 基金资助:

    国家自然科学基金项目(No. 40972203, 40772194);中交多年冻土区公路建设与养护技术交通行业重点实验室开放基金项目(No. HSKF2007-03,HSKF2007-05)。

Convective heat transfer and evaporative heat removal in embankment with perforated ventilation pipe

SUN Bin-xiang1, 2, YANG Li-jun1, 2, WANG Wei1, 2, ZHANG Jin-zhao2, WANG Shuang-jie2   

  1. 1. Department of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang 312000, China; 2. Key Laboratory of Highway Construction and Maintenance Technology for Permafrost Regions, Ministry of Communications, CCCC First Highway Consultants Co., Ltd., Xi’an 710075, China
  • Received:2010-05-04 Online:2012-03-10 Published:2012-03-12

摘要: 针对透壁通风管路堤中透壁通风管管壁与空气之间的对流换热和土体水分通过管壁小孔的蒸发散热机制,分析了开孔率、风速及含水率等因素对透壁通风管管壁对流换热和水分蒸发散热的影响,并具体给出了管壁对流换热系数和蒸发散热系数的计算公式。冬季路堤由于冻土层未冻水含量较小而使管壁小孔的水分蒸发散热较弱,路堤总的降温效果主要由管壁对流换热效应控制,而暖季通风管内空气与管壁的对流换热效应可使路堤土体增温,同时,由于通风管周围融土的未冻水含量较大,而使得通过管壁小孔的水分蒸发散热较强,可部分或全部抵消对流换热引起的增温效应,而有利于路堤的稳定。

关键词: 冻土路堤, 透壁通风管, 对流换热, 蒸发散热, 降温效果

Abstract: Convective heat transfer between the air and the pipe wall and evaporative heat removal from the surface of the soil bared in the small holes of the pipe wall are two modes of heat transfer in duct-ventilated embankments with perforated ventilation pipe. The effects of perforating ratio, wind velocity and water content on convective and evaporative heat transfer by the wall of the perforated ventilation pipe are analyzed. The formulae for heat transfer coefficients of convection and evaporation in the perforated ventilation pipe are obtained. The total cooling effect in duct-ventilated embankments during winter is mainly dominated by convective heat transfer due to weak evaporative cooling based on smaller unfrozen water in frozen soils. During warm time, the effect of convective heat transfer between the ambient air and the pipe wall may raise the temperature of the embankment soil, whereas the effect of evaporative cooling by the small holes of the pipe wall is significant due to large unfrozen water content in unfrozen soils, thus being able to partially or completely balance out the heating effect in the embankment due to convective heat transfer and to ensure the embankment stability.

Key words: permafrost embankment, perforated ventilation pipe, convective heat transfer, evaporative heat removal, cooling effect

中图分类号: 

  • U213.1
[1] 李正伟,张延军,张 驰,许天福,. 花岗岩单裂隙渗流传热特性试验[J]. , 2018, 39(9): 3261-3269.
[2] 刘明浩,牛富俊,林战举,罗 京. 高温冻土区U型块石路基长期降温效果及变形特征研究[J]. , 2017, 38(11): 3304-3310.
[3] 杨丽君,孙斌祥,王 伟,刘 琦,徐学祖. 表面条件对透壁通风管碎石路堤降温效果的影响[J]. , 2013, 34(10): 2945-2953.
[4] 杨丽君 ,孙斌祥 ,刘 琦 ,汪双杰 ,章金钊. 透壁通风管增强开放碎石路堤降温效果试验[J]. , 2012, 33(2): 407-414.
[5] 章金钊 ,孙斌祥 ,刘 琦 ,杨丽君 ,汪双杰. 透壁通风管路堤土体蒸发降温的试验研究[J]. , 2011, 32(6): 1813-1818.
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