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.
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References
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.
R. E. Glover. Transient Ground Water Hydraulics. Water Resources Publications, 1978.
Rajesh Srivastava and Amado Guzman-Guzman. Practical approximations of the well function. Ground Water, 36(5):844–848, 1998.
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.
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© 2012 Springer-Verlag GmbH Berlin Heidelberg
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Sun, F., Watanabe, N., Delfs, JO. (2012). Groundwater Flow. In: Kolditz, O., Görke, UJ., Shao, H., Wang, W. (eds) Thermo-Hydro-Mechanical-Chemical Processes in Porous Media. Lecture Notes in Computational Science and Engineering, vol 86. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-27177-9_5
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DOI: https://doi.org/10.1007/978-3-642-27177-9_5
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