Prediction of water inflow in Tsingtao subsea tunnel based on the superposition principle

被引:15
作者
Zhang, Lewen [1 ]
Zhao, Dukun [1 ]
Wu, Jing [1 ]
Yang, Weimin [2 ]
Wang, Wen [3 ]
Xin, Dongdong [2 ]
机构
[1] Shandong Univ, Inst Marine Sci & Technol, Qingdao 266237, Shandong, Peoples R China
[2] Shandong Univ, Geotech & Struct Engn Res Ctr, Jinan 250061, Shandong, Peoples R China
[3] Henan Polytech Univ, Sch Energy Sci & Engn, Jiaozuo 454003, Henan, Peoples R China
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
Subsea tunnel; Seepage field analysis; Water inflow prediction; Superposition principle; GROUNDWATER INFLOW; INRUSH; FACE;
D O I
10.1016/j.tust.2019.103243
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Prediction of water inflow is a key scientific problem in construction of subsea tunnels. Tsingtao subsea tunnel is taken as the research object, and a calculation method for predicting and analyzing the water inflow based on superposition principle is proposed by applying theoretical analysis, numerical simulation and field monitoring. First of all, the computation model of seepage field and water inflow in the subsea tunnel is established. The permeability coefficients of strongly weathered layer and moderately weathered layer are determined according to the permeability coefficient of slightly weathered layer. Secondly, based on the well flow model of infinite confined aquifer, the double water gushing points calculation model is presented, and then the model is simplified into single water gushing point calculation model. The equivalent calculation formulas of water inflow under the condition of multi-horizontal strata are derived. The water inflow which is affected by the tunnel depth, radius and seawater depth is analyzed. Thirdly, the proposed method is compared with the engineering practice and numerical simulation, which verifies the accuracy and feasibility of the method. The results show that: (1) The water inflow of subsea tunnels increases with the permeability coefficients of strongly and moderately weathered layers. (2) The water inflow of subsea tunnels first decreases and then increases with the tunnel depth increasing. (3) The water inflow of subsea tunnels increases linearly with the tunnel radius and seawater depth.
引用
收藏
页数:12
相关论文
共 28 条
  • [1] Quantifying fractured rock hydraulic heterogeneity and groundwater inflow prediction in underground excavations: the heterogeneity index
    Cesano, D
    Bagtzoglou, AC
    Olofsson, B
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2003, 18 (01) : 19 - 34
  • [2] Chen C.X., 2011, GROUNDWATER DYNAMICS, P7
  • [3] See you on Facebook: exploring influences on Facebook continuous usage
    Chen, Yi-Fen
    [J]. BEHAVIOUR & INFORMATION TECHNOLOGY, 2014, 33 (11) : 1208 - 1218
  • [4] STABILITY AND ROCK COVER OF HARD-ROCK SUBSEA TUNNELS
    DAHLO, TS
    NILSEN, B
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 1994, 9 (02) : 151 - 158
  • [5] Dong G.X., 1984, UNDERWATER HIGHWAY T, P65
  • [6] Circular tunnel in a semi-infinite aquifer
    El Tani, M
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2003, 18 (01) : 49 - 55
  • [7] Prediction of water inflow to mechanized tunnels during tunnel-boring-machine advance using numerical simulation
    Golian, Mohsen
    Teshnizi, Ebrahim Sharifi
    Nakhaei, Mohammad
    [J]. HYDROGEOLOGY JOURNAL, 2018, 26 (08) : 2827 - 2851
  • [8] The Undersea Tunnel on Qingdao Metro Line 8
    He, Weiguo
    Liu, Peng
    [J]. ENGINEERING, 2018, 4 (02) : 167 - 169
  • [9] A statistical grouting decision method based on water pressure tests for the tunnel construction stage - A case study
    Hernqvist, Lisa
    Gustafson, Gunnar
    Fransson, Asa
    Norberg, Tommy
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2013, 33 : 54 - 62
  • [10] Forecast Geological Prediction for Fault and Water Gushing in Deep-buried Super Long Tunnel
    Jia, Yajie
    Li, Yalin
    Huo, Liang
    [J]. ADVANCES IN INDUSTRIAL AND CIVIL ENGINEERING, PTS 1-4, 2012, 594-597 : 1294 - 1297