• DocumentCode
    1717253
  • Title

    Effect of artificial aquifer recharge on hydraulic conductivity using single injection well

  • Author

    Dong, Yanhui ; Zhao, Pinge ; Weibo Zhou

  • Author_Institution
    Coll. of Civil & Archit. Eng., Xi´an Technol. Univ., Xi´an, China
  • Volume
    3
  • fYear
    2011
  • Firstpage
    2115
  • Lastpage
    2117
  • Abstract
    Artificial aquifer recharge is an important measure to raise the groundwater level, prevent and remedy the environmental and geological problems caused by the over extraction. Because of the physical and chemical clogging, the performance of recharge decreased gradually and the hydraulic conductivity reduced during the recharging process. In order to reveal the changing of recharging performance, the paper took the single injection well recharge as an example to research the changing law of hydraulic conductivity. The recharge test with pressure was done in confined aquifer depth of 100 to 300m at the south suburbs of Xi´an. The results show that hydraulic conductivity of artificial aquifer recharge attenuated with time power function and was smaller than the hydraulic conductivity of pumping. When the quantity of water recharge per unit time was smaller, the attenuation of hydraulic conductivity was slower. The performance of small quantity of water recharge per unit time was better than the large.
  • Keywords
    groundwater; water resources; China; Xi´an; artificial aquifer recharge effects; chemical clogging; confined aquifer; depth 100 m to 300 m; groundwater level; groundwater over extraction; groundwater recharging performance; hydraulic conductivity; physical clogging; single injection well; time power function; Geology; aquifer recharge; confined aquifer; hydraulic conductivity; injection well;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Water Resource and Environmental Protection (ISWREP), 2011 International Symposium on
  • Conference_Location
    Xi´an
  • Print_ISBN
    978-1-61284-339-1
  • Type

    conf

  • DOI
    10.1109/ISWREP.2011.5893680
  • Filename
    5893680