Hydrology and Earth System Sciences
Hydrology and Earth System Sciences
HESS
Articles | Volume 20, issue 3
Articles | Volume 20, issue 3
https://doi.org/10.5194/hess-20-1225-2016
© Author(s) 2016. This work is distributed under
the Creative Commons Attribution 3.0 License.
Special issue:
https://doi.org/10.5194/hess-20-1225-2016
© Author(s) 2016. This work is distributed under
the Creative Commons Attribution 3.0 License.
Articles | Volume 20, issue 3
Technical note
 | 
22 Mar 2016
Technical note |  | 22 Mar 2016

Technical Note: Three-dimensional transient groundwater flow due to localized recharge with an arbitrary transient rate in unconfined aquifers

Chia-Hao Chang, Ching-Sheng Huang, and Hund-Der Yeh

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Cited articles

Bansal, R. K. and Das, S. K.: Analytical Study of Water Table Fluctuation in Unconfined Aquifers due to Varying Bed Slopes and Spatial Location of the Recharge Basin, J. Hydrol. Eng., 15, 909–917, 2010.
Bansal, R. K. and Teloglou, I. S.: An Analytical Study of Groundwater Fluctuations in Unconfined Leaky Aquifers Induced by Multiple Localized Recharge and Withdrawal, Global Nest J., 15, 394–407, 2013.
Bear, J.: Hydraulics of Groundwater, McGraw-Hill, New York, p. 158, 1979.
Bruggeman, G. A.: Analytical Solutions of Geohydrological Problems, Elsevier, the Netherlands, p. 326, 1999.
Chang, Y. C. and Yeh, H. D.: Analytical solution for groundwater flow in an anisotropic sloping aquifer with arbitrarily located multiwells, J. Hydrol., 347, 143–152, 2007.
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Short summary
Most previous solutions for groundwater flow due to localized recharge assumed either aquifer incompressibility or 2-D flow without vertical flow. This paper develops a 3-D flow model for hydraulic head change induced by the recharge with random transient rates in a compressible unconfined aquifer. The analytical solution of the model for the head is derived. The quantitative criteria for the validity of those two assumptions are presented by the developed solution.
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