Research Article
Dec 1977
Leachate Production at Sanitary Landfill Sites
Authors: Purushottam Dass, M.ASCE, Clarence M. Stoffel, and Glen R. Tamke, M.ASCEAuthor Affiliations
Publication: Journal of the Environmental Engineering Division
Volume 103, Issue 6
Abstract
It is becoming increasingly important to minimize the quantity of leachate produced at a sanitary landfill site to reduce contamination of ground water and surface water. The water balance approach is used here to estimate the amount of leachate produced at a sanitary landfill site. The method is applied to predict leachate at an actual landfill site. Runoff coefficients used to calculate monthly runoff from the monthly precipitation in the water balance method are evaluated based upon past precipitation data. The runoff coefficients customarily used in the design of storm sewers are for 5 yr to 10 yr frequency storms. Use of such runoff coefficients in the water balance method presented here would produce much higher values for runoff and thereby would underestimate the quantity of leachate.
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Information
Published In
Journal of the Environmental Engineering Division
Volume 103 • Issue 6 • December 1977
Pages: 981 - 988
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Dec 1977
Published online: Feb 11, 2021
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Authors
Affiliations
Purushottam Dass, M.ASCE
Project Engr.; Owen Ayres & Assocs., Inc., Eau Claire, Wisc.
Clarence M. Stoffel
Design Engr.; Owen Ayres & Assocs., Inc., Eau Claire, Wisc.
Glen R. Tamke, M.ASCE
Dir.; Div. of Water Resources, Owen Ayres & Assocs., Inc., Eau Claire, Wisc.
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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.