Wl. Niemann et Aw. Hatheway, EFFECT OF VARIABLE-PH LANDFILL LEACHATE ON A CARBONATE ROCK AGGREGATE, ENVIRONMENTAL & ENGINEERING GEOSCIENCE, 3(3), 1997, pp. 423-430
Carbonate rock aggregate is commonly used as drainage stone in leachat
e collection systems of RCRA Subtitle D landfills. U.S. EPA technical
guidance for waste containment facilities states that excessive carbon
ate in drainage stone may result in dissolution and clogging at sites
of reprecipitation (Daniel and Koerner, 1993, p. 197). Unfortunately,
this theoretical concern does not appear to be confirmed by any experi
mental evidence with typical landfill leachate or documented instances
of clogging at typical Subtitle D landfills. This paper describes a p
ractical laboratory experiment that measured the effects of landfill l
eachate-maintained at three distinct pH levels-on a mixed limestone an
d dolomitic limestone aggregate. Equilibrium concentrations of dissolv
ed calcium carbonate in dilute aqueous solutions can be calculated rea
dily for various pH levels. However, such calculations do not predict
the kinetics of such a reaction. Moreover, formation of complexes, con
sisting of calcium and magnesium ions derived from the aggregate and a
nions from organic acids contained in the leachate, is a complicated p
rocess not easily accounted for by simple equilibrium chemistry of dil
ute aqueous solutions. The experimental approach employed for this pro
ject circumvents these theoretical obstacles to predicting the rate an
d extent of dissolution. Four column-type laboratory models were const
ructed of plexiglass and filled with carbonate aggregate and leachate
from an operating RCRA Subtitle D sanitary landfill to simulate actual
conditions within a leachate collection system. Fluids in the cylinde
rs were continuously recirculated and maintained at different target p
H values of: a) as close to 3.0 as possible, to simulate a worst-case
dissolution scenario; b) 6.0 to 6.5, to simulate typical landfill cond
itions; c) equilibrium pH; and d) distilled water at 6.0 to 6.5, as an
experimental control. The cylinders were sealed and subjected to an a
naerobic atmosphere of carbon dioxide mixed with nitrogen. Trends in t
he chemistry of the cylinder fluids were measured over a 20-week perio
d, during which time the cylinder fluids were sampled 12 times for alk
alinity, total dissolved solids, specific conductance, total and disso
lved calcium, and total and dissolved magnesium. The cylinders functio
ned essentially as batch reactors, with fluids removed only for sampli
ng and fluids added only to replace the sampled volumes. After five an
d 17 weeks, the cylinders were opened, the fluids emptied, fresh fluid
s added, and the cylinders resealed with anaerobic atmosphere for subs
equent test intervals. Results of the experiment demonstrated negligib
le weight loss in the aggregate sample with leachate maintained at a p
H of 6.0-6.5, conditions typical of a RCRA Subtitle D landfill. Leacha
te maintained at equilibrium pH, and distilled water maintained at pH
6.0-6.5, also experienced negligible weight loss. The aggregate sample
maintained with leachate at approximately pH 3.0 experienced a weight
reduction of 12 percent. Consistent with the weight loss, leachate sa
mples collected from the same cylinder showed a sharp decrease in alka
linity, and sharp increases in TDS and dissolved calcium, indicating s
ignificant dissolution of the aggregate material. Fluid chemistry chan
ges in the three cylinders maintained at higher pH were judged to be i
nsignificant. Based on the results of the completed experiment, 100-pe
rcent carbonate rock aggregate is suitably dissolution-resistant for u
se in leachate collection systems containing typical landfill leachate
(pH = 6.0-6.5). The experimental results further suggest that the exa
ct chemical\mineralogical composition of carbonate drainage stone and
minor changes in leachate pH may be much less important in controlling
dissolution than factors such as particle size.