Groundwater Flow

  • Feng Sun
  • Norihiro Watanabe
  • Jens-Olaf Delfs
Chapter
Part of the Lecture Notes in Computational Science and Engineering book series (LNCSE, volume 86)

Abstract

The aim of this example is to simulate the stationary groundwater flow in an anisotropic porous medium. In order to consider the permeability anisotropy, a 2-D numerical model is built which contains a higher permeability in the vertical direction than that in the horizontal direction. The aquifer is assumed saturated and stationary.

Keywords

Porous Medium Hydraulic Conductivity Groundwater Flow Line Source Unconfined Aquifer 
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References

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    O. Gunduz and M. M. Aral. River networks and groundwater flow: a simultaneous solution of a coupled system. Journal of Hydrology, 301(1-4):216 – 234, 2005.CrossRefGoogle Scholar
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    R. E. Glover. Transient Ground Water Hydraulics. Water Resources Publications, 1978.Google Scholar
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    Rajesh Srivastava and Amado Guzman-Guzman. Practical approximations of the well function. Ground Water, 36(5):844–848, 1998.CrossRefGoogle Scholar
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    O.D.L. Strack. Assessment of effectiveness of geologic isolation systems. analytic modeling of flow in a permeable fissured medium. Technical report, Pacific Northwest Lab., Richland, WA., 1982.Google Scholar

Copyright information

© Springer-Verlag GmbH Berlin Heidelberg 2012

Authors and Affiliations

  • Feng Sun
    • 1
  • Norihiro Watanabe
    • 2
  • Jens-Olaf Delfs
    • 3
  1. 1.Department ofWater Monitoring ManagementBeijing Hydrological CenterBeijingChina
  2. 2.Department of Environmental Informatics, Helmholtz Centre for Environmental Research (UFZ)Technische Universität Dresden (TUD)LeipzigGermany
  3. 3.Department of Environmental InformaticsHelmholtz Centre for Environmental Research (UFZ)LeipzigGermany

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