||Procedures for modeling flow through clay liners to determine required liner thickness.
Goode, D. J. ;
Smith, P. A.
||United States. Office of Solid Waste.; GCA Corporation.; GCA Corp., Bedford, MA. GCA Technology Div.; Environmental Protection Agency, Washington, DC. Office of Solid Waste.
|| U.S. Environmental Protection Agency, Office of Solid Waste,
||9480.00.9D; EPA/530-SW-84-001; EPA-68-02-3168; PB87191029
Hazardous wastes. ;
Soil permeability--United States.
Hazardous wastes ;
Soil permeability--United States ;
Hazardous materials ;
Earth fills ;
Water pollution control ;
Clay soils ;
Mathematical models ;
Unsteady flow ;
Soil water ;
Fluid infiltration ;
||Region 9 Library/San Francisco,CA
||Region 10 Library/Seattle,WA
||Most EPA libraries have a fiche copy filed under the call number shown. Check with individual libraries about paper copy.
||1 volume (various pagings) : illustrations ; 28 cm
The document describes technical procedures for determining adequate thickness of single soil liners. This includes a performance simulation model that is based on numerical techniques recommended in guidance.
"Draft"--Cover. "Technical resource document for public comment"--Cover. "This report was prepared for the Office of Solid Waste under contract no. 68-02-3168." "GCA Corporation"--Page [i]. Distributed to depository libraries in microfiche. "April 1984"--Cover. Includes bibliographical references. "EPA/530-SW-84-001."