Research Article
Mar 1974
Discharge and Travel Time for Ground-Water Conduits
Publication: Journal of the Irrigation and Drainage Division
Volume 100, Issue 1
Abstract
A system of mathematical and graphical procedures gives solution for the steady-flow discharge and travel time for nonuniform confined ground-water conduits in which any or all of the following characteristics vary from point to point: permeability, porosity, and cross-sectional area. The methods use solutions of mathematical models based on the Darcy equation and the equation of continuity. Modified procedures give relatively simple solutions with some loss in accuracy.
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Information
Published In
Journal of the Irrigation and Drainage Division
Volume 100 • Issue 1 • March 1974
Pages: 17 - 29
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: Mar 1974
Published online: Feb 11, 2021
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Authors
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Stanley S. Butler, F.ASCE
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Southern California, Los Angeles, Calif., USA
David L. Gundlach, AM.ASCE
Civ. Engr., Flood Plain Mgmt. Sec., Corps of Engrs., Dept of the Army, Los Angeles, Calif; formerly, Grad. Res. Asst., Dept. of Civ. Engrg., Univ. of Southern California, Los Angeles, Calif., USA
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.