Research Article
Sep 1975
Ground-Water Recharge Simulation
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 101, Issue 9
Abstract
Formulation and solution of a two-dimensional nonlinear computational model based on potential theory pertaining to a typical ground-water recharge pattern are presented. The objective of the present study is to direct attention toward an evaluation of this theoretical model by comparing it with the corresponding linear and nonlinear models based on Dupuit-Forchheimer approximations for the unsteady hydrodynamic behavior of the proposed recharge system under saturated flow conditions. Superiority in regard to generality of its application as well as accuracy of the results obtained is demonstrated by comparing it with the pertinent experimental data and presented in the form of dimensionless graphs.
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Published In
Journal of the Hydraulics Division
Volume 101 • Issue 9 • September 1975
Pages: 1235 - 1247
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Sep 1975
Published online: Feb 3, 2021
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Authors
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Abnish C. Amar, AM.ASCE
Lect. Faculty of Military Studies, Univ. of New South Wales, Duntroon, Australia; formerly Research Hydraulic Engr., Hydrologic Engrg. Center, U.S. Army Corps of Engrs., Davis, Calif.
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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.
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