Characterization of infiltration rates from landfills: supporting groundwater modeling efforts.
The purpose of this paper is to review the literature to characterize infiltration rates from landfill liners to support groundwater modeling efforts. The focus of this investigation was on collecting studies that describe the performance of liners 'as installed' or 'as operated'. This document reviews the state of the science and practice on the infiltration rate through compacted clay liner (CCL) for 149 sites and geosynthetic clay liner (GCL) for 1 site. In addition, it reviews the leakage rate through geomembrane (GM) liners and composite liners for 259 sites. For compacted clay liners (CCL), there was limited information on infiltration rates (i.e., only 9 sites reported infiltration rates.), thus, it was difficult to develop a national distribution. The field hydraulic conductivities for natural clay liners range from 1 x 10(-9) cm s(-1) to 1 x 10(-4) cm s(-1), with an average of 6.5 x 10(-8) cm s(-1). There was limited information on geosynthetic clay liner. For composite lined and geomembrane systems, the leak detection system flow rates were utilized. The average monthly flow rate for composite liners ranged from 0-32 lphd for geomembrane and GCL systems to 0 to 1410 lphd for geomembrane and CCL systems. The increased infiltration for the geomembrane and CCL system may be attributed to consolidation water from the clay.
Moo-Young
Horace
H
Lehigh University, Civil and Environmental Engineering, Bethlehem, Pennsylvania, USA. moo-young.horace@epa.gov
Johnson
Barnes
B
Johnson
Ann
A
Carson
David
D
Lew
Christine
C
Liu
Salley
S
Hancocks
Katherine
K
D005618:Fresh Water; D005735:Garbage; D008962:Models, Theoretical; D011482:Protective Devices; D014481:United States; D014876:Water Pollution