U.S. Geological Survey Toxic Substances Hydrology Program--Proceedings
of the Technical Meeting, Colorado Springs, Colorado, September 20-24, 1993,
Water-Resources Investigations Report 94-4015
Preliminary Type-Curve Analysis of an Aquifer Test in an Unconfined
Sand and Gravel Aquifer, Cape Cod, Massachusetts
by
Allan F. Moench (U.S. Geological Survey, Menlo Park, Calif.),
Denis R. LeBlanc (U.S. Geological Survey, Marlborough, Mass.), and Stephen
P. Garabedian (U.S. Geological Survey, Marlborough, Mass.)
Abstract
An aquifer test was conducted in a sand and gravel, glacial-outwash deposit
on Cape Cod, Massachusetts. A partially penetrating well was pumped at a
constant rate of 320 gallons per minute for 72 hours. Changes in hydraulic
head were observed at 20 locations through observation wells and piezometers
distributed both radially and vertically within the saturated zone of the
aquifer. The test was analyzed using Neuman's analytical model for flow
to a partially penetrating well in a water-table aquifer. On the basis of
geophysical well logs, cores, and other investigations conducted in the
local area, the aquifer was initially assumed to have a saturated thickness
of 80 feet for the purpose of analysis. However, drawdown observed in a
piezometer located 108 feet below the water table, and an initial analysis,
revealed a complete lack of conformity between theoretical and observed
drawdown in piezometers located near the pumped well. Also, the computed
horizontal hydraulic conductivity was twice that obtained by independent
studies. Ongoing studies of the regional stratigraphy indicate that the
saturated thickness of the aquifer is actually closer to 160 feet than to
80 feet. By increasing the assumed saturated thickness to 160 feet, the
theoretical drawdown was found to match observed drawdown for most of the
test period at nearly all points of observation. Results indicate that there
is a remarkable degree of aquifer homogeneity with respect to flow at the
scale of the test. The aquifer transmissivity and specific yield were determined
to be 38 feet squared per minute and 0.23, respectively, and the ratio of
vertical to horizontal hydraulic conductivity was estimated to be about
1:2.
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