• DocumentCode
    1700660
  • Title

    An experimental study of lateral infiltration based on sand samples from ephemeral streams

  • Author

    Guizhi, Wu ; Xilai, Zheng

  • Author_Institution
    Inst. of Environ. & Municipal Eng., Qingdao Technol. Univ., Qingdao, China
  • Volume
    1
  • fYear
    2011
  • Firstpage
    512
  • Lastpage
    515
  • Abstract
    Lateral infiltration tests were conducted in a horizontal soil bin filled with sand samples from ephemeral streams in order to explore the characteristics of unsaturated lateral infiltration of ephemeral streams. According to test results, lateral infiltration can be divided into two stages, unsteady infiltration stage and steady infiltration stage. The initial water content and texture of the sand samples have effects on the infiltration characteristics. The lateral infiltration rate decreases with the increase of initial water content, and increases with the increase of grain size of the sand samples. The steady lateral infiltration rate of coarse sand with initial water content of 2.6% and 13.98% is around 0.0020cm/s and 0.0008cm/s respectively. The steady lateral infiltration rate of fine sand with initial water content of 3.20%and 16.20% is around 0.0026cm/s and 0.0016cm/s respectively.
  • Keywords
    flow through porous media; hydrological techniques; sand; sediments; ephemeral stream sand samples; horizontal soil bin; infiltration characteristics; lateral infiltration rate; lateral infiltration tests; sand texture; unsaturated lateral infiltration; unsteady infiltration stage; water content; Floods; Rivers; Soil; Testing; Water; Water conservation; Water resources; Ephemeral Stream; Lateral Infiltration; Soil Bin Test; Water Content;
  • 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.2011.5893056
  • Filename
    5893056