Research Article
Feb 1970
Ground Water Recharge Design for Renovating Waste Water
Publication: Journal of the Sanitary Engineering Division
Volume 96, Issue 1
Abstract
Soil and hydrogeologic conditions permitting, ground water recharge by surface spreading is an economic and esthetic way for further treatment or renovation of secondary sewage effluent, cannery wastes, or similar low-quality water. The design of a system of spreading areas with wells or drains for collecting the reclaimed water should generally be based on: (1) a maximum limit for the elevation of the water table mound beneath the spreading areas; (2) a minimum limit for the underground detention time and travel distance as the water moves to the wells or drains; and (3) minimum contamination of the ground water in the aquifer outside the recharge system. Hydraulic properties of aquifers, including anisotropy, can be determined by analog and by field measurements. These data are used to evaluate the effective transmissibility for recharge, and to calculate water-table positions and underground detention times for a system of long, parallel spreading strips with wells midway between the strips.
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Published In
Journal of the Sanitary Engineering Division
Volume 96 • Issue 1 • February 1970
Pages: 59 - 74
Copyright
© 1970 American Society of Civil Engineers.
History
Published in print: Feb 1970
Published online: Feb 12, 2021
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Authors
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Herman Bouwer, M.ASCE
Chief Hydraulic Engr., U.S. Water Conservation Lab., Soil and Water Conservation Research Division, Agric. Research Service, U.S. Dept. of Agric., Phoenix, Ariz.
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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.