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Determination of groundwater solute transport parameters in finite element modelling using tracer injection and withdrawal testing data

Nguyen Van Hoang

Nguyen VH. 2021. Determination of groundwater solute transport parameters in finite element modelling using tracer injection and withdrawal testing data. Journal of Groundwater Science and Engineering, 9(4): 292-303 doi:  10.19637/j.cnki.2305-7068.2021.04.003
Citation: Nguyen VH. 2021. Determination of groundwater solute transport parameters in finite element modelling using tracer injection and withdrawal testing data. Journal of Groundwater Science and Engineering, 9(4): 292-303 doi:  10.19637/j.cnki.2305-7068.2021.04.003

doi: 10.19637/j.cnki.2305-7068.2021.04.003

Determination of groundwater solute transport parameters in finite element modelling using tracer injection and withdrawal testing data

More Information
    Corresponding author: N_V_Hoang_VDC@yahoo.com
  • ①Trieu Duc Huy (Project head). 2015. Groundwater protection in large cities (city: Hanoi). Vietnam National Center for Water Resources Planning and Investigation-MoNRE.
  • ①Tong Thanh Tung. 2015. Specialized report: Interpretation and analysis of aquifer parameters for pumping test at group-well test CHN5 in Nghiem Xuyen-Thuong Tin-Hanoi. Project “Groundwater protection in large cities (city: Hanoi)”. Vietnam National Center for Water Resources Planning and Investigation-MoNRE.
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    ①Trieu Duc Huy (Project head). 2015. Groundwater protection in large cities (city: Hanoi). Vietnam National Center for Water Resources Planning and Investigation-MoNRE.
    ①Tong Thanh Tung. 2015. Specialized report: Interpretation and analysis of aquifer parameters for pumping test at group-well test CHN5 in Nghiem Xuyen-Thuong Tin-Hanoi. Project “Groundwater protection in large cities (city: Hanoi)”. Vietnam National Center for Water Resources Planning and Investigation-MoNRE.
    注释:
  • Figure  1.  Location map of the study area

    Figure  2.  Testing wells' scheme, location and Pleistocene aquifer on fresh-brackish boundary

    Figure  3.  Hydrogeological section through the testing wells

    Figure  4.  Well log of central well CHN5

    Figure  5.  GW TDS in the injection well

    Figure  6.  TDS of the pumped out GW

    Figure  7.  GW flow through the injection well section

    Figure  8.  Breakthrough curves of TDS in injection and pumping wells

    Figure  9.  The transformation of absolute solute concentration into normalized solute concentration

    Figure  10.  Drawdown curve of the pumping well QS-5A 13 (Tong Thanh Tung, 2015)

    Figure  11.  The average least squares and corresponding effective porosity and longitudinal dispersivity

    Figure  12.  Absolute solute concentration in the pumped GW and outside the pumping well screen corresponding to the minimal least squares

    Figure  13.  Normalized solute concentration in the pumped GW and outside the pumping well screen corresponding to the minimal least squares

    Table  1.   Estimated hydraulic parameters of the Pleistocene aquifer and well information in the testing area

    WellAquiferWell’s capacity (L/s)Drawdown (m)Hydraulic conductivity (m/d)Transmissivity (m2/d)
    LK114qh 3.332.54 12.19210
    LK140Aqp13.207.8820.71290
    LK141qp12.621.0370.001 610
    LK119Aqh3.841.159.20260
    LK120qp11.480.78152.001 670
    LK121qp12.332.0536.82630
    LK122qp6.0615.1712.8080
    LK104qp6.672.3522.68410
    LK101qp9.095.0423.14240
    LK102qp12.500.8758.051 680
    LK103qh8.333.479.70330
    LK129qp21.791.0983.532 510
    LK110qp7.824.0418.28210
    LK130qh0.4016.19
    下载: 导出CSV

    Table  2.   The average least squares and corresponding effective porosity and longitudinal dispersivity

    neffaL (m)Average least squaresneffaL (m)Average least squaresneffaL (m)Average least squares
    0.26 1.80 0.003 728 0.29 2.70 0.002 551 0.33 2.30 0.001 569
    0.26 1.90 0.004 006 0.29 2.80 0.002 734 0.33 2.40 0.001 429
    0.26 2.00 0.004 286 0.29 2.90 0.002 919 0.33 2.50 0.001 329
    0.26 2.10 0.004 565 0.29 3.00 0.003 104 0.33 2.60 0.001 264
    0.26 2.20 0.004 840 0.30 1.80 0.001 288 0.33 2.70 0.001 227
    0.26 2.30 0.005 111 0.30 1.90 0.001 231 0.33 2.80 0.001 212
    0.26 2.40 0.005 377 0.30 2.00 0.001 222 0.33 2.90 0.001 217
    0.26 2.50 0.005 636 0.30 2.10 0.001 253 0.33 3.00 0.001 239
    0.26 2.60 0.005 889 0.30 2.20 0.001 314 0.34 1.80 0.004 463
    0.26 2.70 0.006 136 0.30 2.30 0.001 399 0.34 1.90 0.003 792
    0.26 2.80 0.006 375 0.30 2.40 0.001 500 0.34 2.00 0.003 239
    0.26 2.90 0.006 608 0.30 2.50 0.001 615 0.34 2.10 0.002 785
    0.26 3.00 0.006 832 0.30 2.60 0.001 743 0.34 2.20 0.002 414
    0.27 1.80 0.002 522 0.30 2.70 0.001 880 0.34 2.30 0.002 113
    0.27 1.90 0.002 746 0.30 2.80 0.002 023 0.34 2.40 0.001 871
    0.27 2.00 0.002 980 0.30 2.90 0.002 172 0.34 2.50 0.001 679
    0.27 2.10 0.003 220 0.30 3.00 0.002 325 0.34 2.60 0.001 530
    0.27 2.20 0.003 463 0.31 1.80 0.001 608 0.34 2.70 0.001 417
    0.27 2.30 0.003 706 0.31 1.90 0.001 418 0.34 2.80 0.001 336
    0.27 2.40 0.003 948 0.31 2.00 0.001 293 0.34 2.90 0.001 281
    0.27 2.50 0.004 188 0.31 2.10 0.001 220 0.34 3.00 0.001 250
    0.27 2.60 0.004 424 0.31 2.20 0.001 190 0.34 3.10 0.001 239
    0.27 2.70 0.004 656 0.31 2.30 0.001 194 0.35 1.80 0.005 981
    0.27 2.80 0.004 884 0.31 2.40 0.001 227 0.35 1.90 0.005 125
    0.27 2.90 0.005 107 0.31 2.50 0.001 282 0.35 2.00 0.004 407
    0.27 3.00 0.005 325 0.31 2.60 0.001 357 0.35 2.10 0.003 803
    0.28 1.80 0.001 720 0.31 2.70 0.001 446 0.35 2.20 0.003 298
    0.28 1.90 0.001 871 0.31 2.80 0.001 549 0.35 2.30 0.002 876
    0.28 2.00 0.002 043 0.31 2.90 0.001 660 0.35 2.40 0.002 525
    0.28 2.10 0.002 231 0.31 3.00 0.001 774 0.35 2.50 0.002 235
    0.28 2.20 0.002 430 0.32 1.80 0.002 257 0.35 2.60 0.001 997
    0.28 2.30 0.002 637 0.32 1.90 0.001 922 0.35 2.70 0.001 802
    0.28 2.40 0.002 849 0.32 2.00 0.001 668 0.35 2.80 0.001 645
    0.28 2.50 0.003 063 0.32 2.10 0.001 482 0.35 2.90 0.001 521
    0.28 2.60 0.003 274 0.32 2.20 0.001 348 0.35 3.00 0.001 426
    0.28 2.70 0.003 482 0.32 2.30 0.001 260 0.36 1.80 0.007 748
    0.28 2.80 0.003 689 0.32 2.40 0.001 210 0.36 1.90 0.006 698
    0.28 2.90 0.003 894 0.32 2.50 0.001 191 0.36 2.00 0.005 805
    0.28 3.00 0.004 096 0.32 2.60 0.001 198 0.36 2.10 0.005 044
    0.29 1.80 0.001 320 0.32 2.70 0.001 226 0.36 2.20 0.004 397
    0.29 1.90 0.001 375 0.32 2.80 0.001 273 0.36 2.30 0.003 846
    0.29 2.00 0.001 463 0.32 2.90 0.001 335 0.36 2.40 0.003 378
    0.29 2.10 0.001 578 0.32 3.00 0.001 409 0.36 2.50 0.002 980
    0.29 2.20 0.001 713 0.33 1.80 0.003 215 0.36 2.60 0.002 645
    0.29 2.30 0.001 863 0.33 1.90 0.002 718 0.36 2.70 0.002 363
    0.29 2.40 0.002 025 0.33 2.00 0.002 320 0.36 2.80 0.002 126
    0.29 2.50 0.002 195 0.33 2.10 0.002 005 0.36 2.90 0.001 931
    0.29 2.60 0.002 371 0.33 2.20 0.001 758 0.36 3.00 0.001 769
    下载: 导出CSV
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出版历程
  • 收稿日期:  2021-05-05
  • 录用日期:  2021-10-09
  • 网络出版日期:  2021-12-20
  • 刊出日期:  2021-12-15

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