Discharge and Travel Time for Ground-Water Conduitsby Stanley S. Butler, (F.ASCE), Assoc. Prof.; Dept. of Civ. Engrg., Univ. of Southern California, Los Angeles, CA,
David L. Gundlach, (A.M.ASCE), Civ. Engr.; Flood Plain Mgmt. Sec., Corps of Engrs., Dept of the Army, Los Angeles, CA; formerly, Grad. Res. Asst., Dept. of Civ. Engrg., Univ. of Southern California, Los Angeles, CA,
Serial Information: Journal of the Irrigation and Drainage Division, 1974, Vol. 100, Issue 1, Pg. 17-29
Document Type: Journal Paper
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.
Subject Headings: Travel time | Conduits | Groundwater | Mathematics | Permeability (material) | Graphic methods | Porosity | Steady flow
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