contributor author | Goran Sallfors | |
contributor author | J. Jeffrey Peirce | |
date accessioned | 2017-05-08T20:54:44Z | |
date available | 2017-05-08T20:54:44Z | |
date copyright | April 1984 | |
date issued | 1984 | |
identifier other | %28asce%290733-9372%281984%29110%3A2%28495%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/31476 | |
description 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. | |
publisher | American Society of Civil Engineers | |
title | Reverse‐Flow Landfill Design for Waste Chemicals | |
type | Journal Paper | |
journal volume | 110 | |
journal issue | 2 | |
journal title | Journal of Environmental Engineering | |
identifier doi | 10.1061/(ASCE)0733-9372(1984)110:2(495) | |
tree | Journal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 002 | |
contenttype | Fulltext | |