Civil and Environmental Engineering at Duke

publications by J Jeffrey Peirce.


Papers Published

  1. Sallfors, Goran and Peirce, J. Jeffrey, REVERSE-FLOW LANDFILL DESIGN FOR WASTE CHEMICALS., Journal of Environmental Engineering, vol. 110 no. 2 (1984), pp. 495 - 497 .
    (last updated on 2007/04/09)

    Abstract:
    To reduce the risk of liner failures, to control cost, 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. The liner of this facility is multilayered and consists of a leachate collection system to collect possible leachate moving downward from the waste disposal area as well as supply water moving upward, a compacted clay liner with a low hydraulic conductivity, sand and gravel to distribute 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.

    Keywords:
    CLAY;FLOW OF WATER - Porous Materials;

 

Department of Civil and Environmental Engineering | Pratt School of Engineering | Duke University
Box 90287 Hudson Hall • Durham, NC 27708-0287 • Phone: (919) 660-5200 • Fax: (919) 660-5219