Record Display for the EPA National Library Catalog

RECORD NUMBER: 14 OF 25

OLS Field Name OLS Field Data
Main Title Leachate clogging assessment of geotextile and soil landfill filters
Author Koerner, Robert M.
Other Authors
Author Title of a Work
Koerner, George R.
CORP Author Drexel Univ., Philadelphia, PA. Geosynthetic Research Inst.;National Risk Management Research Lab., Cincinnati, OH.
Publisher National Risk Management Research Laboratory, Office of Research and Development, U.S. Environmental Protection Agency,
Year Published 1995
Report Number EPA/600/R-95/141; EPA-R-819371; PB95265542
Stock Number PB95-265542
OCLC Number 37035174
Subjects Sanitary landfills--Leaching ; Filters and filtration ; Geotextiles ; Leachate
Additional Subjects Landfills ; Clogging ; Soil filters ; Leachate ; Containment systems ; Geotechnical fabrics ; Particulates ; Leaching ; Pipes ; Drainage systems ; Land pollution control ; Waste disposal ; Design analysis ; Performance evaluation ; Soil clogging ; Biological clogging
Internet Access
Description Access URL
https://nepis.epa.gov/Exe/ZyPDF.cgi?Dockey=30003FIT.PDF
Holdings
Library Call Number Additional Info Location Last
Modified
Checkout
Status
ERAD  EPA 600/R-95-141 Region 9 Library/San Francisco,CA 06/20/1997
NTIS  PB95-265542 Most EPA libraries have a fiche copy filed under the call number shown. Check with individual libraries about paper copy. 01/01/1988
Collation xvii, 158 p. : ill. ; 28 cm.
Abstract
This project was focused on the performance, design, testing and selection of filters used for leachate collection drains at the base of landfills, waste piles and other solid waste facilities. Geotextiles due to their manufactured uniformity, ease of placement and savings in landfill volume were emphasized, although soil filters consisting of natural sand were also evaluated. Field exhuming of 4 sites indicated that problems existed at 3 of them. All 3 cases were 'socked pipe' where a geotextile was wrapped around perforated pipes. Conversely, moving the geotextile away from the pipe, e.g., in a trench wrap configuration, gave acceptable performance at the fourth site. Even further, the laboratory testing portion of the study indicated that an open geotextile over the entire footprint of the solid waste facility is the proper design strategy and thus recommended for general use.
Notes
"Performing organization, Geosynthetic Research Institute, Drexel University"--Technical report data. "September 1995." "EPA/600/R-95/141." Includes bibliographical references.