Temporal and spatial evolution of temperature field of single freezing pipe in large velocity infiltration configuration

被引:18
|
作者
Wang, Bin [1 ,2 ]
Rong, Chuanxin [1 ,2 ]
Cheng, Hua [2 ]
Cai, Haibing [2 ]
Dong, Yanbin [2 ]
Yang, Fan [2 ]
机构
[1] Anhui Univ Sci & Technol, State Key Lab Min Response & Disaster Prevent & C, Hefei, Peoples R China
[2] Anhui Univ Sci & Technol, Sch Civil Engn & Architecture, Hefei, Peoples R China
基金
中国国家自然科学基金;
关键词
Artificial ground freezing method; Seepage; Hydrothermal coupling; Analytical solution; Steady-state temperature field; FROZEN SOIL WALL; HEAT-TRANSFER; MODEL; OPTIMIZATION; FLOW;
D O I
10.1016/j.coldregions.2020.103080
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
By accurately controlling the flow velocity and direction of the seepage field and fully considering the influence of the flow and heat-transfer boundary conditions, a large-scale, hydrothermal, coupled-physical-model test system was constructed. The temporal and spatial evolution of the temperature field of single freezing pipe in large velocity infiltration formation was studied by this system. The experimental results were analyzed based on the characteristics of heat conduction and convective heat transfer. The analysis results showed that when the seepage velocity v = 0, 3, 6 and 9 m/d, the time required for the freezing temperature field formed by single freezing pipe to enter the stabilization phase was 28 h, 36 h, 24 h and 20 h, respectively. And when the seepage velocity v = 3 m/d, the temperature drop rate of the frozen region decreased, however, after entering the stable freezing phase, the differences in final shape and extent of the frozen front compared to those of the no-flow state were smaller. When the seepage velocity v = 6 and 9 m/d, the temperature drop rate of the frozen region was further reduced, and the temperature of the upstream region was significantly higher than the downstream region. After entering the stable freezing phase, the extents of the upstream/side/downstream expansion of the freezing front were reduced by 72.27%/52.83%/27.73% and 76.89%/55.89%/39.07%, respectively. And the maximum value that the extended radius Rs could reach on both sides of the freezing pipe was 236/199/110/ 101 mm, for v = 0/3/6/9 m/d. Based on the results of model tests, an analytical expression of the steady-state temperature field of single freezing pipe under the action of seepage field was derived. The calculation results of the formulas showed that as the seepage velocity increased, the area of the single-pipe freezing zone decreased, the proportion of the low-temperature zone increased, and the average temperature of the temperature field decreased.
引用
收藏
页数:14
相关论文
共 50 条
  • [41] Spatial and temporal evolution of b-values before large earthquakes in Taiwan
    Chan, Chung-Han
    Wu, Yih-Min
    Tseng, Tai-Lin
    Lin, Ting-Li
    Chen, Chien-Chih
    TECTONOPHYSICS, 2012, 532 : 215 - 222
  • [42] The Temperature Field Evolution and Water Migration Law of Coal under Low-Temperature Freezing Conditions
    Li, Bo
    Li, Li
    Huang, Laisheng
    Lv, Xiaoquan
    INTERNATIONAL JOURNAL OF ENVIRONMENTAL RESEARCH AND PUBLIC HEALTH, 2021, 18 (24)
  • [43] Calculation of spatial and temporal distributions of temperature and velocity of a weld pool during laser welding
    Guerrida, Saliha
    Khelfaoui, Fethi
    Lemkeddem, Soumaya
    Telib, Kenza
    Ballah, Zakia
    WELDING INTERNATIONAL, 2022, 36 (06) : 344 - 354
  • [44] Temporal evolution and spatial distribution of heavy metals in a stormwater infiltration basin - estimation of the mass of trapped pollutants
    Le Coustumer, S.
    Moura, P.
    Barraud, S.
    Clozel, B.
    Varnier, J. -C.
    WATER SCIENCE AND TECHNOLOGY, 2007, 56 (12) : 93 - 100
  • [45] Spatio-Temporal Evolution Pattern and Sensitivity Analysis of Freezing Temperature Field of Shaft in Water-Rich Sand Layer With Groundwater Seepage
    Rong, Chuanxin
    Tu, Zhuo
    Long, Wei
    Zhang, Runze
    Tunnel Construction, 2025, 45 (02) : 268 - 283
  • [46] Simulation of temperature field in pipe during single-face quenching process
    LIU Sheng
    WU Cunyou
    JIN Xiaoli
    BaosteelTechnicalResearch, 2016, 10 (02) : 20 - 26
  • [47] Numerical Analysis of Temperature Field of Horizontal Ground Freezing for Large-Diameter Tunnelling
    Hu, Jun
    Liu, Yong
    Wei, Hong
    Yao, Kai
    Zhao, Lianzhen
    ADVANCES OF TRANSPORTATION: INFRASTRUCTURE AND MATERIALS, VOL 2, 2016, : 718 - 725
  • [48] Single-pixel full-field simultaneous spatial and velocity imaging
    Yang, Zhe
    Bai, Yu-Ming
    Huang, Ke-Xin
    Liu, Yu-Xuan
    Liu, Jun
    Ruan, Dong
    Li, Jun-Lin
    OPTICS AND LASERS IN ENGINEERING, 2023, 169
  • [49] Temporal and spatial variation of temperature and displacement fields throughout cross-passage artificial ground freezing
    Yan, Qixiang
    Wu, Wang
    Zhong, Haojia
    Zhao, Zechang
    Zhang, Chuan
    COLD REGIONS SCIENCE AND TECHNOLOGY, 2023, 209
  • [50] Spatial and temporal dependence of clouds and their radiative impacts on the large-scale vertical velocity profile
    Yuan, Jian
    Hartmann, Dennis L.
    JOURNAL OF GEOPHYSICAL RESEARCH-ATMOSPHERES, 2008, 113 (D19)