Experimental study on the thermal performance of tunnel lining GHE under groundwater flow

被引:56
|
作者
Zhang, Guozhu [1 ]
Guo, Yimu
Zhou, You
Ye, Meixi
Chen, Runfa
Zhang, Hualin
Yang, Junda
Chen, Jiawei
Zhang, Menghuan
Lian, Yanjian
Liu, Chenyang
机构
[1] Southeast Univ, Inst Geotech Engn, Nanjing 210096, Jiangsu, Peoples R China
基金
中国国家自然科学基金;
关键词
Metro tunnel; Tunnel lining GHE; Geothermal energy; Model test; Groundwater flow; BOREHOLE HEAT-EXCHANGER; ENERGY PILE; NUMERICAL EVALUATION; RESPONSE TESTS; TEMPERATURE; BEHAVIOR; SYSTEM; MODEL; FOUNDATIONS; SIMULATION;
D O I
10.1016/j.applthermaleng.2016.06.041
中图分类号
O414.1 [热力学];
学科分类号
摘要
The metro tunnel constructed at a depth where the ground temperature is constant meets the basic requirement of a heat source for a ground source heat pump (GSHP) system, and the tunnel lining ground heat exchangers (GHE) transfer the heat through absorber pipes installed in the tunnel lining, which can be used for heating and/or cooling buildings near the tunnel. More and more metro tunnels have been constructed in sandy soil layers with higher permeability in China. In order to evaluate the effect of groundwater on the thermal performance of tunnel lining GHE, a tunnel lining GHE laboratory model test is carried out. The test results show that (i) the groundwater flow velocity that is greater than 1 x 10(-5) m/s is conducive to surrounding rock temperature recovery, the influence regions of the heat exchange on the temperature field of the surrounding rock is about 22.5 cm away from the tunnel lining when the flow rate is less than 1 x 10(-5) m/s; (ii) the groundwater flow can enhance the heat exchange rate of tunnel lining GHE, when the (low velocity changes from I x 10(-4) m/s to 5 x 10(-4) m/s, the heat exchange rate increases by 9.8%, 9.78% and 4.67% after running 8 h when the temperature difference between the inlet temperature of the heat exchange pipes.and the ground temperature are 6.7 degrees C, 11.6 degrees C and 16.7 degrees C, respectively; (iii) the heat exchange rate of the tunnel lining GHE increases linearly with the temperature difference under (he groundwater flow, the growth gradient is 5.10 W/degrees C when the groundwater flow velocity is 5 x 10(-4) m/s; (iv) when the water head and inlet temperature are the same, the cross distribution with a series circuit is good for improving the heat exchange rate. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:784 / 795
页数:12
相关论文
共 50 条
  • [21] Experimental study on dynamic response of tunnel lining structure orthogonal under-crossing a landslide under earthquake
    Pai L.
    Wu H.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2022, 41 (05): : 979 - 994
  • [22] Experimental study on the damage performance and forced response of concrete lining in fault-crossing tunnel
    Hu, Hui
    Lan, Youdi
    Liu, Yun
    Qiu, Wenge
    SCIENTIFIC REPORTS, 2024, 14 (01)
  • [23] A STUDY ON CONFINED FLOW OF GROUNDWATER THROUGH A TUNNEL
    CHISYAKI, T
    GROUND WATER, 1984, 22 (02) : 162 - 167
  • [24] Experimental Study on Electric Heating of Tunnel Lining in Cold Region
    Wang, Lian-Guang
    Xu, Xiao
    Li, Xue
    Dongbei Daxue Xuebao/Journal of Northeastern University, 2021, 42 (07): : 1025 - 1031
  • [25] Experimental Study on Deformation Properties of Lining Structure of Hydraulic Tunnel
    Xu, Shilang
    Shen, Wei
    VIBRATION, STRUCTURAL ENGINEERING AND MEASUREMENT I, PTS 1-3, 2012, 105-107 : 1320 - 1325
  • [26] Experimental Study on the Carrying Capacity of Lining Structure of Hydraulic Tunnel
    Shen, Wei
    Xu, Shilang
    NATURAL RESOURCES AND SUSTAINABLE DEVELOPMENT, PTS 1-3, 2012, 361-363 : 1593 - 1597
  • [27] Concrete segment tunnel lining sealant performance under earthquake loading
    Shalabi, Faisal I.
    Cording, Edward J.
    Paul, Stanley L.
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2012, 31 : 51 - 60
  • [28] Experimental research on temperature field and structure performance under different lining water contents in road tunnel fire
    Lai, Hong-peng
    Wang, Shu-yong
    Xie, Yong-li
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2014, 43 : 327 - 335
  • [29] Experimental study of the coupling effect on segmental shield tunnel lining under surcharge loading and excavation unloading
    Zhang, Jin-Zhang
    Huang, Hong-Wei
    Zhang, Dong-Ming
    Phoon, Kok Kwang
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2023, 140
  • [30] EXPERIMENTAL STUDY ON AERODYNAMIC PERFORMANCE AND FLOW OF TUNNEL FAN WITH CURVED IMPELLER
    Li, Yang
    MATERIAL ENGINEERING AND MECHANICAL ENGINEERING (MEME2015), 2016, : 262 - 269