Main Title |
Leachate clogging assessment of geotextile and soil landfill filters |
Author |
Koerner, Robert M.
|
Other Authors |
|
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 |
|
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 |
Some EPA libraries have a fiche copy filed under the call number shown. |
|
07/26/2022 |
|
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. |