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Pumping test inference of saturated/unsaturated aquifer properties

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  • نوع التسجيلة:
    Electronic Resource
  • الدخول الالكتروني :
    http://hdl.handle.net/10150/194085
  • معلومة اضافية
    • Publisher Information:
      The University of Arizona. 2010
    • Added Details:
      Neuman, Shlomo P.
      Gupta, Hoshin V.
      Ferre, Ty P. A.
      Schaap, Marcel G.
      Mishra, Phoolendra Kumar
      Mishra, Phoolendra Kumar
    • نبذة مختصرة :
      Analytical solutions for aquifer response to pumping are commonly used to infer the hydraulic properties of aquifers. This dissertation develops new analytical solutions for the analysis of pumping test data from confined and unconfined aquifer.An analytical solution for flow to a partially penetrating well of infinitesimally small radius in a compressible unconfined aquifer is developed that allows inferring its saturated and unsaturated hydraulic properties from drawdowns recorded in the saturated and/or the unsaturated zone. The effects of unsaturated zoneconstitutive parameters and thickness on drawdowns in the saturated and unsaturated zones as functions of position and time is investigated; the solution is validated against numerical simulations of drawdown in a synthetic aquifer having unsaturated properties described by the van Genuchten (1980) - Mualem (1976)constitutive model; used to analyze drawdown data from a pumping test conducted by the US Geological Survey at Cape Cod,Massachusetts; and corresponding estimates of van Genuchten - Mualem parameters are compared with laboratoryvalues obtained for similar materials in the area.Drawdowns generated by extracting water from a large diameter (e.g. water supply) well are affected by wellbore storage. An analytical solution in Laplace transformed space for drawdown in a uniformanisotropic confined aquifer caused by withdrawing water at a constant rate from a partially penetrating well with storage is developed. When the pumping well is fully penetrating the solution reduces to that of Papadopulos and Cooper (1967); to that of Hantush (1964) when the pumping well has no wellbore storage; to the solution of Theis (1935) when both conditions are fulfilled; and to that of Yang et al. (2006) when the pumping well is partially penetrating, having finite radius but lacking storage. The solutionis validated against synthetic pumping test data and used to explore graphically the effects of partial penetration, wellbor
    • الموضوع:
    • Other Numbers:
      AZU oai:repository.arizona.edu:10150/194085
      11259
      1104353385
    • Contributing Source:
      UNIV OF ARIZONA
      From OAIster®, provided by the OCLC Cooperative.
    • الرقم المعرف:
      edsoai.on1104353385
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