Data from a large-scale canal-drawdown test were used to estimate the speci
fic yield (s(y)) of the Biscayne Aquifer, an unconfined limestone aquifer i
n southeast Florida. The drawdown test involved dropping the water level in
a canal by about 30 cm and monitoring the response of hydraulic head in th
e surrounding aquifer. Specific yield was determined by analyzing data from
the unsteady portion of the drawdown test using an analytical stream-aquif
er interaction model (Zlotnik and Huang 1999). Specific yield values comput
ed from drawdown at individual piezometers ranged from 0.050 to 0.57, most
likely indicating heterogeneity of specific yield within the aquifer (small
-scale variation in hydraulic conductivity may also have contributed to the
differences in s(y) among piezometers). A value of 0.15 (our best estimate
) was computed based on all drawdown data from all piezometers.
We incorporated our best estimate of specific yield into a large-scale two-
dimensional numerical MODFLOW-based ground water flow model and made predic
tions of head during a 183-day period at four wells located 337 to 2546 in
from the canal. We found good agreement between observed and predicted head
s, indicating our estimate of specific yield is representative of the large
portion of the Biscayne Aquifer studied here. This work represents a pract
ical and novel approach to the determination of a key hydrogeological param
eter (the storage parameter needed for simulation and calculation of transi
ent unconfined ground water flow), at a large spatial scale (a common scale
for water resource modeling), for a highly transmissive limestone aquifer
(in which execution of a traditional pump test would be impractical and wou
ld likely yield ambiguous results). Accurate estimates of specific yield an
d other hydrogeological parameters are critical for management of water sup
ply, Everglades environmental restoration, flood control, and other issues
related to the ground water hydrology of the Biscayne Aquifer.