SIMILARITY CRITERION OF FREEZING PIPE AS HEAT
SINK DURING HEAT EXCHANGE
LI Dongyang1,2,LIU Bo1,3
(1. School of Mechanics and Civil Engineering,China University of Mining and Technology,Beijing 100083;2. Guangxi Key Laboratory of Disaster Prevention and Structural Safety,Nanning 530004;3. State Key Laboratory of Geomechanics
and Deep Underground Engineering,Beijing 100083)
Abstract:This article is aimed to solve the similar-transformation problem in using freezing pipes as the heat sink in the freezing model test. Considering the heat exchange between the flowing brine and the freezing pipe is the convection boundary condition,the similarity criterion between the prototype and the model is derived according to the theory of similar simulation. Theoretical analysis shows that the similarity of freezing pipe between prototype and model could be satisfied only if the product of geometric scale ratio and convection heat transfer coefficient scale ratio is equal to thermal conductivity scale ratio of frozen soil. Coefficients of forced convection heat transfer formula for brine at -30 ℃(Reynolds number in 533~2 143) was obtained in the experiment. The results of similar model test show that it is necessary to set brine flow rate of the freezer model in model experiment based on heat sink similarity criterion of freezing pipe in addition to setting brine temperature,especially under laminar condition. Some error would occur in model temperature field if the actual brine flow rate is larger or smaller than the setting value.
[1] 张 文. 我国冻结法凿井技术的现状与成就[J]. 建井技术,2012,33(3):4–13.(in Chinese))
[2] 荣传新,王秀喜,程 桦. 深厚冲积层冻结壁和井壁共同作用机理研究[J]. 工程力学,2009,26(3):235–239.(A study on interaction mechnism of frozen soil wall and shaft lining in deep alluvium[J]. Engineering mechanics,2009,26(3):235–239.(in Chinese))
[3] 刘 波,宋常军,李 涛,等. 卸载状态下深埋黏土层冻结壁与周围土体共同作用理论研究[J]. 煤炭学报,2012,37(11):1 834–1 840. (LIU Bo,SONG Changjun,LI Tiao,et al. Interaction mechanism of deep-buried frozen soil wall and surrounding earth mass in excavation unloaded state[J]. Journal of China Coal society. 2012,37(11):1 834–1 840.(in Chinese))
[4] 程 桦,姚直书,张经双,等. 人工水平冻结法施工隧道冻胀与融沉效应模型试验研究[J]. 土木工程学报,2007,40(10):80–85. (CHENG Hua,YAO Zhishu,ZHANG Jingshang,et al. A model test study on the effect of freeze heaving and thaw subsidence for tunnel construction with artificial horizontal ground freezing[J]. China Civil Engineering Journal,2007,40(10):80–85.(in Chinese))
[5] 李海鹏,杨维好,黄家会,等. 双圈管黏土冻结壁形成过程冻胀力模型试验研究[J]. 冰川冻土,2011,33(4):401–405.(LI Haipeng,YANG Weihai,HUANG Jianghui,et al. Model test of frost heaving pressure during formation of clay freezing wall with two-cycle freezing tube[J]. Journal of Glaciology and Geocryology,2011,33(4):401–405.(in Chinese))
[6] 胡 坤,周国庆,荆留杰,等. 深厚表土多圈管冻结温度场演变规律研究[J]. 采矿与安全工程学报,2010,27(2):149–153.(HU Kun,ZHOU Guoqing,JING Liujie,et al. Experimental research on multi-circle freezing temperature field for thick top soil[J]. Journal of Mining and Safety Engineering,2010,27(2):149–153.(in Chinese))
[7] 崔广心. 冻结法凿井的模拟实验原理[J]. 中国矿业大学学报,1989,18(1):59–68.(CUI Guangxin. The principle of model test for freezing shaft sinking[J]. Journal of China University of Ming and Technology,1989,18(1):59–68.(in Chinese))
[8] 王建平. 冻结器盐水流量对流动状态及散热效果影响的分析[A]. 全国矿山建设学术会议论文选集[C]. 2004:274–278.
[9] 赵镇南. 传热学(第二版)[M]. 北京:高等教育出版社,2008:201–206.
[10] 黄德发,赵社邦,等. 冻结法凿井施工技术应用于管理[M]. 北京:煤炭工业出版社,2010:216–217.(HUANG Defa,ZHAO Shebang,et al. The application and management of the freezing shaft sinking construction techniques[M]. Beijing:China Coal Industry Publishing House,2010:216–217.(in Chinese))
[11] 张 驰,张 涛,韩 涛,等. 管壁温度非恒定条件下单管冻结温度场解析计算[J]. 煤炭科学技术,2012,40(3):20–24.(ZHANG Chi,ZHANG Tao,HAN Tao,et al. Analysis calculation on single pipeline freezing temperature field under non-constant condition of pipe wall temperature[J]. Coal Science and Technology,2012,40(3):20–24.(in Chinese))
[12] 杨维好,黄家会. 外壁恒温条件下冻结管壁热流密度变化规律数值计算研究[J]. 冰川冻土,2006,28(3):401–405.(YANG Weihao,Hang Jiahui. Numerical analysis on the heat flux density of a freezing pipe with constant outer surface temperature[J]. Journal of Glaciology and Geocryology,2006,28(3):401–405.(in Chinese))
[13] 蒋斌松,沈春儒,冯 强. 外壁恒温条件下单管冻结温度场解析计算[J]. 煤炭学报,2010,35(6):923–927.(JIANG Binsong,SHEN Chunru,FENG Qiang. Analytical formulation of temperature field of single freezing pipe with constant outer surface temperature[J]. Journal of China Coal Society,2010,35(6):923–927.(in Chinese))
[14] 李方政,夏明萍. 基于指数积分函数的人工冻土温度场解析研究[J]. 东南大学学报:自然科学版,2004,34(4):469–473.(LI Fangzhang,XIA Mingping. Study on analytical solution of temperature field of artificial frozen soil by exponent2integral function[J]. Journal of southeast university:Natural Science Edition,2004,34(4):469–473.(in Chinese))
[15] 李志信,过增元. 对流传热优化的场协同理论[M]. 北京:科学出版社,2010:17–18.
[16] 中华人民共和国行业标准. 冻土地区建筑地基基础设计规范(JGJ 118-2011)[P]. 92–98.
[17] 李东阳,刘 波,魏 兵. 可调控吸热能力的冻结器[P]. ZL 2013 2 0849415.7,2014–5–28.
[18] LIU Bo,LI Dongyang. A simple test method to measure unfrozen water content in clay-water systems[J]. Cold Regions Science and Technology,2012,(78):97–106.(in Chinese))
[19] 刘 波,李东阳. 人工冻结粉土未冻水含量测试实验研究[J]. 岩石力学与工程学报,2012,31(增2):3 696–3 702.(LIU Bo,LI Dongyang. Test study of unfrozen water content in artificial frozen silt[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(Supp.2):3 696–3 702.(in Chinese))