TECHNICAL NOTES
Apr 1, 1984

Reverse‐Flow Landfill Design for Waste Chemicals

Publication: Journal of Environmental Engineering
Volume 110, Issue 2

Abstract

To reduce the risk of liner failures, to control costs, and to make landfills acceptable to the public, a design is suggested in which chemical leachate migration is prevented by artificially creating a reversed flow of water. In this design, the landfill is placed above the ground water table and consists of a leachate collection system, a compacted clay liner with low hydraulic conductivity, sand and gravel to distribute the supply water in the reverse flow operation, and a liner constructed either of compacted clay or synthetic material, or both, to act as a back-up barrier to the waste and to confine the water supplied for reverse flow to the sand and gravel layer.

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References

1.
Brown, K. W., and Anderson, D. C., “Effects of Organic Solvants on the Permeability of Clay Soils,” Report prepared for Municipal Environmental Research Lab, Cincinnati, Ohio.
2.
Ely, R., Kingsbury, G., Branscombe, M., Goldman, L., Northeim, C., Turner, J., and Mixon, F., “Performance of Clay Caps and Liners for Disposal Facilities,” Environmental Protection Agency Report, contract 68‐03–3149.
3.
Monserrate, M., “Evaluation of the Hydraulic Conductivity of Two Clays Exposed to Selected Electroplating Wastes,” thesis presented to Duke University, in 1982, in partial fulfillment of the requirements for the degree of Master of Science.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 110Issue 2April 1984
Pages: 495 - 497

History

Published online: Apr 1, 1984
Published in print: Apr 1984

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Authors

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Goran Sallfors
Prof., Dept. of Civ. Engrg., Chalmers Univ., Goteborg, Sweden; presently Prof., Dept. of Civ. and Environmental Engrg., Duke Univ., Durham, N.C.
J. Jeffrey Peirce
Assoc. Prof., Dept. of Civ. and Environmental Engrg., Duke Univ., Durham, N.C., (919‐697‐8357)

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