Research Article
Jul 1971
Vertical Recharge of Unconfined Aquifer
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 97, Issue 7
Abstract
Linearized, unsteady seepage solutions are obtained for some flows which result when groundwater percolates vertically downward to the water table. Solutions are given for the case when the recharge water is spread uniformly over both a two-dimensional strip of finite width and a circular region of finite radius. Finally, the mathematical solution is compared with experimental results and with a solution obtained from the Dupuit theory.
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Published In
Journal of the Hydraulics Division
Volume 97 • Issue 7 • July 1971
Pages: 1017 - 1030
Copyright
© 1971 American Society of Civil Engineers.
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Published in print: Jul 1971
Published online: Feb 3, 2021
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Authors
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Bruce W. Hunt, AM.ASCE
Asst. Prof. of Civ. Engrg., Harris Hydr. Lab., Univ. of Washington, Seattle, WA, USA
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.