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Volume 41 Issue S2
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LI Jiong, LI Ming-gaung, CHEN Jin-jian, XIA Xiao-he. Theoretical study on influence of well clogging and variable injection pressure on seepage field induced by single-well recharge[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 226-229. DOI: 10.11779/CJGE2019S2057
Citation: LI Jiong, LI Ming-gaung, CHEN Jin-jian, XIA Xiao-he. Theoretical study on influence of well clogging and variable injection pressure on seepage field induced by single-well recharge[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 226-229. DOI: 10.11779/CJGE2019S2057
shu

Theoretical study on influence of well clogging and variable injection pressure on seepage field induced by single-well recharge

  • Department of Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China

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  • Received Date: April 27, 2019
  • Published Date: July 19, 2019
    Graphical Abstract
    • Abstract
  • To analyze the influence of clogging and variable injection pressures on groundwater seepage field, a model for Single-Well-Recharge (SWR) in confined aquifer is established. In the model, clogging is considered by assuming an exponentially decayed permeability, where as the variable injection pressures are concerned by setting sinusoidal pressure boundary. The analytical solution for the model is obtained using the Weber transform. By performing parameter analysis based on the proposed solution, the results can be drawn as follows: (1) The permeability reduction due to clogging limits the injection rate and artesian head increment, and the limitation is more considerable as the permeability reduction index and injection time increase. (2) The variable injection pressures have certain influences on the groundwater seepage field, and the influences are more significant when the fluctuation amplitude is larger while the fluctuation frequency is smaller. (3) The influences of injection pressure fluctuation and frequency on the total groundwater injection amount are relatively small. The proposed model can provide theoretical basis for the design of recharge pressures and pump lifting cycles.
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    • References (9)
  • [1]
    何满潮, 刘斌, 姚磊华, 等. 地热单井回灌渗流场理论研究[J]. 太阳能学报, 2003(2): 197-201.
    (HE Man-chao, LIU Bin, YAO Lei-hua, et al.Study on the theory of seepage field for geothermal single well reinjection[J]. ActaEnergiae Solaris Sinica, 2003(2): 197-201. (in Chinese)).
    [2]
    ZHENG G, CAO J, CHENG X, et al.Experimental study on the artificial recharge of semiconfined aquifers involved in deep excavation engineering[J]. Journal of Hydrology, 2018, 557: 868-877.
    [3]
    何满潮, 刘斌, 姚磊华, 等. 地下热水回灌过程中渗透系数研究[J]. 吉林大学学报(地球科学版), 2002(4): 374-377.
    (HE Man-chao, LIU Bin, YAO Lei-hua, et al.Study on hydraulic conductivity during geothermal reinjection[J]. Journal of Jilin University (Earth Science Edition), 2002(4): 374-377. (in Chinese))
    [4]
    黄修东, 束龙仓, 刘佩贵, 等. 注水井回灌过程中堵塞问题的试验研究[J]. 水利学报, 2009(4): 430-434.
    (HUANG Xiu-dong, SHU Long-cang, LIU Pei-gui, et al.Experimental study on clogging of recharge well[J]. Journal of Hydraulic Engineering, 2009(4): 430-434. (in Chinese))
    [5]
    李璐, 卢文喜, 杜新强, 等. 人工回灌过程中含水层堵塞试验研究[J]. 人民黄河, 2010(6): 77-78.
    (LI Lu, LU Wen-xi, DU Xin-qiang, et al.Experimental study on aquifer clogging during artificial recharge[J]. Yellow River, 2010(6): 77-78. (in Chinese))
    [6]
    路莹, 杜新强, 迟宝明, 等. 地下水人工回灌过程中多孔介质悬浮物堵塞实验[J]. 吉林大学学报(地球科学版), 2011(2): 448-454.
    (LU Ying, DU Xin-qiang, CHI Bao-ming, et al.The porous media clogging due to suspended solid during the artificial recharge of groundwater[J]. Journal of Jilin University (Earth Science Edition), 2011(2): 448-454. (in Chinese))
    [7]
    THEIS C V.The relation between the lowering of the Piezometric surface and the rate and duration of discharge of a well using ground‐water storage[J]. Eos Transactions American Geophysical Union, 1935, 16(2): 519-524.
    [8]
    闫峭, 马聪, 周维博. 地下水回灌过程中水文地质参数的反演[J]. 灌溉排水学报, 2015(7): 88-92.
    (YAN Qiao, MA Cong, ZHOU Wei-bo, Hydrogeology parameters inversion during the process of groundwater recharge[J]. Journal of Irrigation and Drainage, 2015(7): 88-92. (in Chinese))
    [9]
    刘国庆, 吴时强, 范子武, 等. 回灌与回扬物理过程的解析推导及灌压变化规律[J]. 吉林大学学报(地球科学版), 2016(6): 1799-1807.
    (LIU Guo-qing, WU Shi-qiang, FAN Zi-wu, et al.Analytical derivation on recharge and periodic backwashing process and the variation of recharge pressure[J]. Journal of Jilin University (Earth Science Edition), 2016(6): 1799-1807. (in Chinese))
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