Analytical solution to temperature distribution of frozen soil wall by multi-row-piped freezing with the boundary separation method

被引:25
作者
Hu, Xiang-dong [1 ,2 ]
Han, Lei [2 ]
Han, Yan-guang [3 ]
机构
[1] Tongji Univ, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China
[2] Tongji Univ, Dept Geotech Engn, Shanghai 200092, Peoples R China
[3] Shanghai Tunnel Engn Co Ltd, Shanghai 200232, Peoples R China
基金
中国国家自然科学基金;
关键词
Analytical solution; Boundary separation method; Multi-row-piped freezing; Frozen soil wall; Steady-state temperature field; WATER;
D O I
10.1016/j.applthermaleng.2018.12.096
中图分类号
O414.1 [热力学];
学科分类号
摘要
The existing formulae for calculating temperature field distribution of frozen soil wall by double-row- and triple-row-piped freezing are deduced for specific arrangements of freezing pipes, where the pipe spacing and row spacing among different rows are assumed the same. And they cannot satisfy the needs of projects construction because the flexible arrangements for double-row- and multi-row-piped freezing are increasingly adopted. In this paper, analytical solutions to steady-state temperature field for double-row-piped freezing with different pipe spacing, row spacing and row staggered distances are theoretical derived based on the linear superposition of formula to temperature field for single-row-piped freezing. Then, with the superposition method mentioned above, analytical solution to temperature field distribution by multi-row-piped freezing in isotropic area is obtained. After that, the triple-row-piped freezing problem is taken as an example to show the application of the derived formula. And the formula to temperature distribution by aligned triple-row-piped freezing generated from the general solution shares the same form as the existing formula. And the calculating result of the formula for a special triple-row-piped problem shows good consistent with the numerical thermal results.
引用
收藏
页码:702 / 711
页数:10
相关论文
共 26 条
  • [1] [Anonymous], [No title captured]
  • [2] BaKholdin B.V., 1963, SELECTION OPTIMIZED
  • [3] Thawing and refreezing around a buried pipe
    Bronfenbrener, L
    Korin, E
    [J]. CHEMICAL ENGINEERING AND PROCESSING-PROCESS INTENSIFICATION, 1999, 38 (03) : 239 - 247
  • [4] Chen S. X., 2003, MATH PHYS EQUATION
  • [5] The aftermath of the Fukushima nuclear accident: Measures to contain groundwater contamination
    Gallardo, Adrian H.
    Marui, Atsunao
    [J]. SCIENCE OF THE TOTAL ENVIRONMENT, 2016, 547 : 261 - 268
  • [6] Analytical solution to temperature distribution in frozen soil wall with wavy boundaries by single-row- and double-row-piped freezing
    Hu, Xiang-dong
    Fang, Tao
    Zhang, Luo-yu
    [J]. COLD REGIONS SCIENCE AND TECHNOLOGY, 2018, 145 : 208 - 228
  • [7] Analytical solution to steady-state temperature field for straight-row-piped freezing based on superposition of thermal potential
    Hu, Xiang-dong
    Yu, Jin-zhu
    Ren, Hui
    Wang, Yang
    Wang, Jin-tai
    [J]. APPLIED THERMAL ENGINEERING, 2017, 111 : 223 - 231
  • [8] Mathematical models of steady-state temperature fields produced by multi-piped freezing
    Hu, Xiang-dong
    Guo, Wang
    Zhang, Luo-yu
    Wang, Jin-tai
    Dong, Xue
    [J]. JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A, 2016, 17 (09): : 702 - 723
  • [9] Analytical solution to steady-state temperature field of two freezing pipes with different temperatures
    Hu X.-D.
    Zhang L.-Y.
    [J]. Journal of Shanghai Jiaotong University (Science), 1600, Shanghai Jiaotong University (18): : 706 - 711
  • [10] A large-scale physical model test on frozen status in freeze-sealing pipe roof method for tunnel construction
    Hu, Xiangdong
    Fang, Tao
    Chen, Jin
    Ren, Hui
    Guo, Wang
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2018, 72 : 55 - 63