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contributor authorGoran Sallfors
contributor authorJ. Jeffrey Peirce
date accessioned2017-05-08T20:54:44Z
date available2017-05-08T20:54:44Z
date copyrightApril 1984
date issued1984
identifier other%28asce%290733-9372%281984%29110%3A2%28495%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31476
description abstractTo 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.
publisherAmerican Society of Civil Engineers
titleReverse‐Flow Landfill Design for Waste Chemicals
typeJournal Paper
journal volume110
journal issue2
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1984)110:2(495)
treeJournal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 002
contenttypeFulltext


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