Artificial ground freezing of underground mines in cold regions using thermosyphons with air insulation

被引:0
|
作者
Ahmad F Zueter [1 ]
Mohammad Zolfagharroshan [2 ]
Navid Bahrani [1 ]
Agus P Sasmito [2 ]
机构
[1] Department of Civil and Resource Engineering,Dalhousie University
[2] Department of Mining Engineering,Mc Gill
关键词
D O I
暂无
中图分类号
学科分类号
摘要
Current practice of underground artificial ground freezing(AGF) typically involves huge refrigeration systems of large economic and environmental costs. In this study, a novel AGF technique is proposed deploying available cold wind in cold regions. This is achieved by a static heat transfer device called thermosyphon equipped with an air insulation layer. A refrigeration unit can be optionally integrated to meet additional cooling requirements. The introduction of air insulation isolates the thermosyphon from ground zones where freezing is not needed, resulting in:(1) steering the cooling resources(cold wind or refrigeration) towards zones of interest; and(2) minimizing refrigeration load. This design is demonstrated using well-validated mathematical models from our previous work based on two-phase enthalpy method of the ground coupled with a thermal resistance network for the thermosyphon. Two Canadian mines are considered: the Cigar Lake Mine and the Giant Mine. The results show that our proposed design can speed the freezing time by 30% at the Giant Mine and by two months at the Cigar Lake Mine. Further, a cooling load of 2.4 GWh can be saved at the Cigar Lake Mine. Overall, this study provides mining practitioners with sustainable solutions of underground AGF.
引用
收藏
页数:12
相关论文
共 50 条
  • [1] Artificial ground freezing of underground mines in cold regions using thermosyphons with air insulation
    Zueter, Ahmad F.
    Zolfagharroshan, Mohammad
    Bahrani, Navid
    Sasmito, Agus P.
    [J]. INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY, 2024, 34 (05) : 643 - 654
  • [2] Experiments and simulations of underground artificial freezing with the use of natural cold resources in cold regions
    Zhao, Da-jun
    Liu, Yu-min
    Sun, You-hong
    Zhao, Yan
    Bai, Feng-tian
    [J]. BUILDING AND ENVIRONMENT, 2015, 87 : 224 - 233
  • [3] Thermal and hydraulic analysis of selective artificial ground freezing using air insulation: Experiment and modeling
    Zueter, Ahmad
    Nie-Rouquette, Aurelien
    Alzoubi, Mahmoud A.
    Sasmito, Agus P.
    [J]. COMPUTERS AND GEOTECHNICS, 2020, 120
  • [4] CONTROLLING THE DISTRIBUTION OF COLD WATER IN AIR COOLING SYSTEMS OF UNDERGROUND MINES
    Szlazak, Nikodem
    Obracaj, Dariusz
    Swolkien, Justyna
    Piergies, Kazimierz
    [J]. ARCHIVES OF MINING SCIENCES, 2016, 61 (04) : 793 - 807
  • [5] Application of Artificial Ground Freezing Technology in Modern Urban Underground Engineering
    Qi, Yi
    Zhang, Jinxun
    Yang, Hao
    Song, Yongwei
    [J]. ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2020, 2020
  • [6] Dynamic CFD modeling coupled with heterogeneous boiling for deep two phase closed thermosyphons in artificial ground freezing
    Zueter, Ahmad F.
    Tareen, Muhammad S. K.
    Newman, Greg
    Sasmito, Agus P.
    [J]. INTERNATIONAL JOURNAL OF HEAT AND MASS TRANSFER, 2023, 203
  • [7] Experimental Study of Artificial Ground Freezing by Natural Cold Gas Injection
    Liu, Zhao
    Sun, Youhong
    Wang, Bingge
    Li, Qiang
    [J]. APPLIED SCIENCES-BASEL, 2020, 10 (17):
  • [8] JOINTING OF 2 TUNNEL SHIELDS USING ARTIFICIAL UNDERGROUND FREEZING
    TAKASHI, T
    KIRIYAMA, S
    KATO, T
    [J]. ENGINEERING GEOLOGY, 1979, 13 (1-4) : 519 - 529
  • [9] Artificial Intelligence Models for Predicting Ground Vibrations in Deep Underground Mines to Ensure the Safety of Their Surroundings
    Tao, Yunbo
    Chen, Qiusong
    Xiao, Chongchun
    Zhu, Min
    Qiu, Jianhui
    [J]. APPLIED SCIENCES-BASEL, 2024, 14 (11):
  • [10] UNDERGROUND JOINTING OF LARGE DIAMETER SHIELD USING GROUND FREEZING METHOD
    TOMIZAWA, T
    KATO, S
    [J]. TUNNELS AND WATER, VOLS 1-3: WATER AND ITS INFLUENCE ON THE DESIGN, CONSTRUCTION, AND EXPLOITATION OF TUNNELS AND UNDERGROUND WORKS, 1989, : 619 - 626