This project is being done in cooperation with the
Delaware River Commission.
NEED FOR THE PROJECT
The Delaware River Basin is a 13,500-square-mile watershed comprised of parts of Delaware,
New Jersey, New York, and Pennsylvania. The Delaware River Basin Commission (DRBC) is a
federal/interstate agency with regulatory authority over water resources in the basin.
The DRBC reviews water resource projects and issues permits for withdrawals of surface
and ground water. In response to concerns over increasing use of ground water in an area
with limited ground-water resources, the DRBC established in 1980 the Southeastern
Pennsylvania Ground Water Protected Area (GWPA), which covers about 1,250 square miles.
Special regulations were issued by the DRBC for the GWPA to provide for the effective
management of ground-water resources, protect the rights of present and future water
users, and acquire additional information to more accurately plan and manage water resources.
As demand for use of limited water resources increases in the near future, water
allocations may be subject to conjunctive use and conservation requirements established
in the GWPA. The permitting process will become more involved at that point, requiring
analyses of the combined impacts of withdrawals on surface water and ground water.
The effects of pumping ground water on ground-water availability and streamflow
during low-flow conditions have not been quantified; hence, management decisions
can be based on only simple comparisons between pumping rates and estimated baseflow.
Questions such as the impact of drought duration and antecedent hydrologic conditions
on recession during drought cannot be addressed. Furthermore, the effect of proposed
expansion of ground-water pumping cannot be adequately predicted using available information.
PROJECT OBJECTIVES
The objective of this study is to develop a quantitative understanding of the relationship
between ground water and surface water. To accomplish this, a numerical model of ground-water
flow will be developed for the French Creek Basin in Chester County, Pennsylvania. The
two-dimensional flow model will be capable of simulating current conditions and potential
long-term ground-water pumping and will quantify the impact of pumping on water levels,
ground-water availability, and stream baseflow.
The model also will simulate the impact of reduced recharge caused by
drought on ground-water levels and baseflow.
APPROACH
USGS will construct, calibrate, and document application of a two-dimensional ground-water-flow
model that will simulate surface-water baseflow in the French Creek Basin. The model area will
extend beyond the surface-water basin of French Creek to account for ground-water flow between
adjacent subbasins. The model will be constructed using available Geographic Information Systems (GIS) datasets
through a model preprocessor with shapefile import capabilities.
Model calibration will be based on long-term steady-state conditions approximated by available water budgets,
water-table maps, and results of aquifer tests, where available. Streamflow data from the
streamflow-measurement station, French Creek near Phoenixville (USGS station 014725157,
drainage area 59.1 square miles, period of record October 1968 to current date),
also will be used in constraining the transient hydraulic properties of the aquifer system.
Calibration will use a stepwise procedure that minimizes the sum of model
errors by changing model parameters such as hydraulic conductivity and recharge based on
measured water levels and streamflow at multiple locations in the basin.
The calibrated model will be used to simulate long-term hydrologic characteristics of the basin
including a water budget and spatial distribution of streamflow.
Transient simulations will be used to illustrate the long-term response of stream baseflow and
ground-water levels to modified recharge conditions representing drought. The model will be used
to illustrate the effects of new or increased ground-water pumping on stream baseflow and
ground-water levels for a limited number of hypothetical well locations.
Available information for the French Creek Basin will be compiled, reviewed, and summarized.
These data include streamflow data, water-level data, and hydraulic testing results. Some additional
data will be necessary for an analysis of the response
of the streams to potential ground-water pumping. These additional data include:
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