Cb. Forster et al., COMPARISON OF MODELS FOR DELINEATING WELLHEAD PROTECTION AREAS IN CONFINED TO SEMICONFINED AQUIFERS IN ALLUVIAL BASINS, Ground water, 35(4), 1997, pp. 689-697
The 1986 Safe Drinking Water Act Amendments include provisions for sta
te wellhead protection (WHP) programs that address wellhead protection
areas (WHPAs). In many states, WHPAs are delineated based on time-of-
travel (TOT) criteria. This study compares 250-day and 15-year TOT cap
ture zones computed in a confined to semiconfined aquifer system in an
alluvial basin rising semianalytical and two- and three-dimensional n
umerical ground-water flow models, and evaluates the relative importan
ce df several sources of uncertainty, such as aquifer hydraulic conduc
tivity, aquitard leakance, vertical transit time, hydraulic gradients,
transient pumping effects, well interference, and three-dimensional a
quifer geometries. A numerical model should be used to delineate 15-ye
ar TOT capture zones for wells in confined to semiconfined aquifers in
alluvial basins. A semianalytical program may be acceptable for compu
ting the 250-day TOT capture zones; however, such codes can be applied
only under a very narrow range of conditions. Hydraulic conductivity
plays a critical role in controlling the sizes and shapes of capture z
ones computed in confined to semiconfined aquifers. Small, circular ca
pture zones are computed in low hydraulic conductivity areas, More com
plex geometries should be expected where hydraulic conductivities are
higher and pumping wells are in close proximity to each other. Aquifer
s with horizontal hydraulic conductivities that are greater than 1,000
times the vertical hydraulic conductivity of the overlying aquitard a
re effectively fully confined, and larger capture zones would be compu
ted for these aquifers than for semiconfined aquifers where significan
t leakage is induced by pumping. In addition, relatively large drawdow
ns are computed in low hydraulic conductivity areas, resulting in shor
t vertical transit times. Vertical transit times are longer where aqui
fer hydraulic conductivities are higher.