Rc. Borden et al., CONTROL OF BTEX MIGRATION USING A BIOLOGICALLY ENHANCED PERMEABLE BARRIER, Ground water monitoring & remediation, 17(1), 1997, pp. 70-80
A permeable barrier system, consisting of a line of closely spaced wel
ls, was installed perpendicular to ground water flow to control the mi
gration of a dissolved hydrocarbon plume. The wells were charged with
concrete briquets that release oxygen and nitrate at a controlled rate
, enhancing aerobic biodegradation in the downgradient aquifer. Labora
tory batch reactor experiments were conducted to identify concrete mix
tures that slowly released oxygen over an extended time period. Concre
tes prepared with urea hydrogen peroxide were unsatisfactory, while co
ncretes prepared with calcium peroxide and a proprietary formulation o
f magnesium peroxide (ORC (R)) gradually released oxygen at a steadily
declining rate. The 21 percent MgO2 concrete cylinders and briquets r
eleased oxygen at measurable rates for up to 300 days, while the 14 pe
rcent CaO2 briquets were exhausted by 100 days. A full-scale permeable
barrier system using ORC was constructed at a gasoline-spill site. Du
ring the first 242 days of operation, total BTEX decreased from 17 to
3.4 mg/L and dissolved oxygen increased from 0.4 to 1.8 mg/L during tr
ansport through the barrier. Over time, BTEX treatment efficiencies de
clined, indicating the barrier system had become less effective in rel
easing oxygen and nutrients to the highly contaminated portion of the
aquifer. Point dilution tests and sediment analyses performed at the c
onclusion of the project indicated that the aquifer in the vicinity of
the remediation wells had been clogged by precipitation with iron min
erals. This clogging is believed to result from high pH from the concr
ete and oxygen released by the ORC. Oxygen-releasing permeable barrier
s and other aerobic bioremediation processes should be used with cauti
on in aquifers with high levels of dissolved iron.