| Main Title |
Construction, monitoring, and performance of two soil liners : project summary / |
| Author |
Krapac, I. G. ;
Cartwright, K. ;
Hensel, B. R. ;
Herzog, B. L. ;
Larson, T. H.
|
| Other Authors |
|
| CORP Author |
Environmental Protection Agency, Cincinnati, OH. Risk Reduction Engineering Lab. |
| Publisher |
Risk Reduction Engineering Laboratory, Office of Research and Development, U.S. Environmental Protection Agency, |
| Year Published |
1992 |
| Report Number |
EPA/600-S-92-024; PB93157923 |
| Stock Number |
PB93-157923 |
| OCLC Number |
27086544 |
| Subjects |
Sanitary landfills--Leaching ;
Sanitary landfills--Linings
|
| Additional Subjects |
Soils ;
Linings ;
Barriers ;
Standards ;
Hydraulic conductivity ;
Prototypes ;
Fluid infiltration ;
Test methods ;
Dyes ;
Measurement ;
Water flow ;
Tensionmeters ;
Specifications ;
Darcys law ;
Performance evaluation ;
Glacial till ;
Construction
|
| Internet Access |
|
| Holdings |
| Library |
Call Number |
Additional Info |
Location |
Last
Modified |
Checkout
Status |
| EJBD |
EPA 600-S-92-024 |
In Binder |
Headquarters Library/Washington,DC |
12/18/2018 |
| ELBD ARCHIVE |
EPA 600-S-92-024 |
In Binder Received from HQ |
AWBERC Library/Cincinnati,OH |
10/04/2023 |
| ELBD RPS |
EPA 600-S-92-024 |
repository copy |
AWBERC Library/Cincinnati,OH |
02/22/2016 |
| EMBD |
EPA/600/S-92/024 |
|
NRMRL/GWERD Library/Ada,OK |
12/28/2001 |
| NTIS |
PB93-157923 |
Some EPA libraries have a fiche copy filed under the call number shown. |
|
07/26/2022 |
|
| Collation |
4 pages ; 28 cm. |
| Abstract |
A prototype soil liner and a field-scale soil liner were constructed to test whether compacted soil barrier systems could be built to meet the standard set by the U.S. Environmental Protection Agency (EPA) for saturated hydraulic conductivity (< or = 10 to the 7th power cm/s). In situ ponded infiltration rates into the prototype liner were measured with the use of two large (5 m diameter), sealed double-ring infiltrometers. The saturated hydraulic conductivity of the liner was estimated from the infiltration data to be no more than 3.6 x 10 to the minus 8th power cm/s. Measurements of soil tension using pressure transducer tensionmeters indicated that the wetting front had reached a depth greater than 20 cm. |
| Notes |
At head of title: Project summary. "EPA/600-S-92-024." Caption title. "Sept. 1992." |
