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Influence of underground space development mode on the groundwater flow field in Xiong’an new area

Yi-hang Gao Jun-hui Shen Lin Chen Xiao Li Shuang Jin Zhen Ma Qing-hua Meng

Gao YH, Shen JH, Chen L, et al. 2023. Influence of underground space development mode on the groundwater flow field in Xiong’an new area. Journal of Groundwater Science and Engineering, 11(1): 68-80 doi:  10.26599/JGSE.2023.9280007
Citation: Gao YH, Shen JH, Chen L, et al. 2023. Influence of underground space development mode on the groundwater flow field in Xiong’an new area. Journal of Groundwater Science and Engineering, 11(1): 68-80 doi:  10.26599/JGSE.2023.9280007

doi: 10.26599/JGSE.2023.9280007

Influence of underground space development mode on the groundwater flow field in Xiong’an new area

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  • Figure  1.  Geomorphological map and typical profile of the study area

    Figure  2.  Three-dimensional structure model of aquifer in the study area

    Figure  3.  Comparison of goodness of fit between the measured and calculated values

    Figure  4.  Simulated groundwater levels prior to the development of the underground space

    Figure  5.  a) Simulated groundwater levels in the “point” underground space development and b) profile of the groundwater level change in the “point” underground space (N-N Section)

    Figure  6.  Simulated groundwater levels in the a) “line” concurrent and c) “line” interception underground space development; Profile of the groundwater level change of the b) “line” concurrent and d) “line” interception underground space development (N-N Section).

    Figure  7.  a) Simulated groundwater levels in the “surface” underground space development and b) profile of groundwater level variation in the “surface” underground space development (N-N Section).

    Table  1.   Initial hydraulic properties

    No.Stratum and lithologyLayerHorizontal hydraulic conductivity (m/d)Vertical hydraulic conductivity (m/d)Specific yield
    1LandfillUnsaturated zone8.35e-053.77e-050.027 5
    2Alluvial pluvial soilUnsaturated zone2.3e-037.4e-030.027 5
    3Alluvial lacustrine soilUnsaturated zone5.1e-037.6e-030.027 5
    4Clay + siltUnsaturated zone3.0e-035.9e-030.037 5
    5Clayey sandUnsaturated zone1.0e-041.6e-040.037 5
    6Find sand + siltUnconfined aquifer3.163.160.04
    7Clay + siltLow-permeability aquifer9.5e-037.30e-030.037 5
    8Find sand + siltConfined aquifer0.9070.9070.047 5
    9Clayey soilImpermeable layer1.0e-041.6e-040.027 5
    10Find sand + Silt + Medium sandConfined aquifer0.777 60.777 60.07
    11Clayey soilImpermeable layer2.8e-033.9e-040.027 5
    12Clayey soilImpermeable layer2.1e-043.2e-040.027 5
    13Find sand + Silt + Medium sandConfined aquifer2.5922.5920.095
    14Clayey soilImpermeable layer1.5e-023.7e-030.027 5
    15Find sand + Medium sandConfined aquifer2.5922.5920.095
    16Clayey soilImpermeable layer8.5e-051.6e-040.027 5
    17Find sand + Medium sandConfined aquifer2.5922.5920.095
    18Clayey soilImpermeable layer1.9e-043.6e-040.027 5
    下载: 导出CSV

    Table  2.   List of data of the influences on groundwater exerted by different modes of underground space development

    Development modesIncreasing amplitude (m)Average (m)Decreasing amplitude (m)Average (m)
    OverallN-N SectionN-N SectionOverallN-N SectionN-N Section
    Point3.53.241.813.63.342.19
    Line-down-flow3.053.041.643.472.842
    Line-cross-closure5.34.852.734.954.743.39
    Surface7.176.674.767.677.174.69
    Development modes Funnel extent (km) Decreasing amplitude in the center (m) Hydraulic gradient Extent of influence (km)
    N-N Section Overall N-N Section Overall N-N Section N-N Section
    Point 3.40 3.92 3.34 5.45 3.03 4.00
    Line-down-flow 3.00 3.13 2.84 4.81 2.01 7.00
    Line-cross-closure 5.50 5.04 4.75 8.33 3.92 5.80
    Surface 7.70 >8 6.96 13.46 12.82 >8
    下载: 导出CSV
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出版历程
  • 收稿日期:  2022-06-16
  • 录用日期:  2022-11-25
  • 网络出版日期:  2023-03-20
  • 刊出日期:  2023-03-15

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