Jf. Pankow et al., AIR SPARGING IN GATE WELLS IN CUTOFF WALLS AND TRENCHES FOR CONTROL OF PLUMES OF VOLATILE ORGANIC-COMPOUNDS (VOCS), Ground water, 31(4), 1993, pp. 654-663
Volatile organic compounds (VOCs) can be stripped from ground water by
sparging air into water in wells or in trenches. This well/trench spa
rging (''WTS'') can remove VOCs from plumes of contaminated ground wat
er as that water passes across the sparge zone. With sparging in wells
, cutoff walls will be needed to force the contaminated water through
the ''gate'' wells. With in situ sparging (''ISS''), air is sparged di
rectly into a contaminated aquifer. ISS may be useful in treating loca
l zones of high contamination, but WTS is better suited for treating l
arge plumes of contaminated ground water. Interest in sparging methods
is growing because: (1) they do not remove water from the subsurface,
and so difficult disposal issues are avoided and an increasingly valu
able water resource is not depleted; and (2) the Darcy velocity v in m
any systems is low, and so only a relatively small volume of water mus
t be treated per unit time. The theoretical fractional efficiency of W
TS is given by E = S/(1 + S). The parameter S is named here as the ''d
imensionless sparge number,''with S = HR(g)/(RTyzv) where H (atm-m3/mo
l) = Henry's Law constant for the compound of interest; R(g) (m3/s, at
1 atm pressure) = gas sparging rate; R = gas constant (= 8.2 X 10(-5)
m3-atm/mol-deg); T = temperature (K); yz (m2) = cross-sectional area
producing the water which is passing into the sparging zone; and v = D
arcy velocity (m/s). E increases as S increases. E increases as H incr
eases because the volatility of a compound goes up as its H increases.
Plots for E in WTS are given vs. S as well as vs. some of the variabl
es making up S. Well/trench sparging (WTS) has the potential to become
a useful treatment method for removing VOCs from contaminated ground-
water plumes. It is suited for use with most of the solvents and petro
leum products which have caused extensive ground-water contamination.
The theory of the method is simple, and the theoretical removal effici
encies are predictable as well as adjustable.