The Importance of Ground Water in the Great Lakes Region
Water Resources Investigations Report 00 - 4008
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How much ground water is pumped in the Great Lakes Region?
Total ground-water
withdrawal in the Great Lakes Region is estimated to be about 1,510 Mgal/d or
2,336 ft3/s (Solley and others, 1998). An
additional 200 Mgal/d or 309 ft3/s is
withdrawn from outside the basin but near Lake Michigan in the Chicago area to
supply commercial, industrial, domestic, and public-supply customers. For
comparison, the average discharge of the St. Clair River at Port Huron is about
120,850 Mgal/d or 187,000 ft3/s. On a
basinwide scale, ground-water withdrawal is a small part of the overall
hydrologic budget and only about 5 percent of this water is consumed. The
remainder is returned mostly as surface water effluent. Nevertheless, ground
water is the source of drinking water for more than 8 million people on the
U.S. side of the border in the basin (about one third of the total number of
residents) and continues to be a concern in both the U.S. and Canada. The areas
where large quantities of ground water are pumped on the U.S. side of the Great
Lakes watershed are shown in figure 4. The
largest withdrawal takes place in an eight-county area near Chicago, where an
unknown amount of the return flow is discharged outside the Great Lakes
watershed. At the same time, it should be noted that much of the regional
ground-water flow in this area also originates outside of the watershed. An
analysis of the amount of ground water pumped from wells in areas just outside
the Great Lakes watershed would help identify the magnitude of this
diversion.
"Issues of diversion and consumptive use of Great Lakes waters (need) to be addressed more comprehensively..."
Interim IJC Report, Page 1
Some areas where the effects of ground-water pumping have been evaluated
The effects of ground-water withdrawals have been quantified at only a few locations.
Pumping water from
aquifers results in lower ground-water levels (fig. 5) and creates a cone of depression around a
well. Because water must converge on the well from all directions and because
the cross-sectional area through which the flow occurs decreases toward the
well, the hydraulic gradient must get steeper toward the well (Heath, 1983).
Cones of depression caused by large withdrawals from extensive confined
aquifers can affect very large areas (Heath, 1983). Any water withdrawn from
the ground-water system will divert part of the water that eventually would
have discharged to a stream, lake, or wetland, or been transpired by
vegetation. Even ground water withdrawn at some distance from the Great Lakes
will reduce flow to the lakes depending on how much of that ground water is
returned to streams as wastewater effluent. If the amount of water-level
decline is sufficient, ground water that would normally discharge to the Great
Lakes may cease and the ground-water divide may be altered (fig. 5). In some cases, water may be drawn from
streams or the Great Lakes into the ground-water system. Measurable effects of
ground-water withdrawal have been documented at a few locations near the Great
Lakes. In order to understand the effect of pumping on the water budget,
detailed analyses of ground-water systems near the Great Lakes will be
required.
Figure 7. Aquifers, confining unit, and direction of ground-water flow near Green Bay, Wisconsin.
Definition of potentiometric surface: a surface that represents the height above a datum (usually sea level) at which the water level stands in tightly cased wells that penetrate the aquifer. In some wells, the water level rises above the land surface.
Chicago-Milwaukee Area
The effects of
ground-water pumping in the Chicago-Milwaukee metropolitan area where, in 1980,
about 300 Mgal/d was withdrawn from a very productive sandstone aquifer system
(fig. 2C), are documented in Young (1992).
Prior to large-scale withdrawal of ground water, recharge and discharge for the
aquifer were in balance at about 350 Mgal/d. When wells were first drilled into
the sandstone aquifer along Lake Michigan, the initial ground-water level at
Milwaukee was reported to be 186 feet above the surface of Lake Michigan; in
Chicago, it was reported to be 130 feet above the lake surface. By 1980,
large-scale pumping had caused the water levels in wells to decline as much as
375 feet in Milwaukee and 900 feet in Chicago. At some locations, the quality
of ground water was altered when water levels were drawn below the layer that
confines the aquifer. Ground-water levels below the confining layer will allow
parts of the sandstone aquifer to be exposed to oxygen in the air, which can
trigger some chemical reactions that do not take place in the absence of
oxygen. By 1994, ground-water withdrawals in Chicago for public supply
decreased to about 67 Mgal/d and total ground-water withdrawals decreased to
about 200 Mgal/d. These withdrawals were concentrated west and southwest of the
earlier pumping centers. As a result, ground-water levels in some parts of the
Chicago area have risen by as much as 250 feet, although levels continue to
decline in the southwestern Chicago (Visocky, 1997) and the Milwaukee
metropolitan areas.
Figure 8. Simulated potentiometric surface in the sandstone aquifer, northeastern Wisconsin, (A) in 1957; and (B) in 1990 ( from Conlon, 1998).
Computer simulations of the sandstone aquifer system indicate that, for 1980 pumping
conditions, depressed water levels in the system have caused additional
recharge and have resulted in a reduction of natural discharge (Young, 1992).
To keep withdrawals in balance with recharge and discharge, for 1980 pumping
rates, water was withdrawn from storage in the aquifer system thus accounting
for lower ground-water levels. As a result, in 1980, the ground-water divide in
the aquifer system was displaced, in some places, about 50 miles west of its
original (pre-pumping) position (fig. 6). The
rates of recharge, discharge and removal from storage will vary depending on
pumping rates, hydraulic properties of the aquifer and confining units, and
sources of water. The hydrologic system is further complicated by the fact that
most effluent from ground-water withdrawals in the Chicago area is discharged
to the Mississippi River Basin via the Chicago Ship and Sanitary Canalone
of the few places where water is diverted from the Great Lakes Basin. However,
the amount of ground-water diverted from the Great Lakes Basin by pumping is
unknown because some of the water captured by pumping is recharged to the
aquifer or removed from storage in the aquifer west of the surface-water
divide. These sources of water need to be more accurately quantified in order
to assess whether, on a net basis, water is being diverted from the Great Lakes
by ground-water withdrawals.
Green Bay-Fox River Area
The sandstone aquifer also is used as a water-supply source in the Green Bay-Fox River area
of Wisconsin. A depiction of the potentiometric surface for the aquifer
indicates that water-level declines of as much as 300 feet have occurred (fig. 7). The depressed water levels were deep enough in 1957 (fig. 8A) that the city of Green Bay began pumping water from
Lake Michigan to supplement ground-water sources. Withdrawals of ground water
were reduced, so that by 1990, ground-water levels had risen by about 100 feet
in Green Bay (fig. 8B); levels decreased to the south,
however, because of increases in ground-water withdrawals by outlying
communities.
Toledo, Ohio Area
The
Toledo, Ohio metropolitan area obtains ground water from wells open to the
carbonate aquifer and from quarry dewatering near Lake Erie. Pumping has
lowered water levels in wells as much as 35 feet below the average level of
Lake Erie (fig. 9). In addition, pumping has induced water
from Lake Erie into the ground-water system and intercepted water that would
have discharged from the ground-water system to Lake Erie (Breen, 1989; Eberts
and George, in press; and Eberts, 1999). Although water-level data indicate
that these interactions are taking place, the amounts of water being induced
from the lake and intercepted by the pumping have not been quantified.
Figure 9. Potentiometric surface for the carbonate aquifer
near Toledo, Ohio, July 1986.
Figure 9. Potentiometric surface for the carbonate aquifer near Toledo, Ohio, July 1986.
Figure 10. Approximate average water budget for Lake Michigan.
Irrigation throughout the Great Lakes watershed
Irrigation is the
largest consumptive use of water in the Great Lakes watershed, and ground-water
sources contribute about half of the water used for irrigation. In areas where
surface-water sources are not readily available, it is likely that ground water
will be the water source if new irrigation systems are installed.
Figure 11. Average ground-water and surface-runoff components of selected watersheds in the U.S. portion of the Great Lakes Basin (from Holtschlag and Nicholas, 1998).
Ground-water and surface-water interactions
"Surface water commonly is hydraulically connected to ground water, but the interactions are difficult to observe and measure and commonly have been ignored in water management considerations and policies. Many natural processes and human activities affect the interactions of ground water and surface water."
Winter and others, 1998
Streams interact
with ground water in three basic ways: they gain water from inflow of ground
water through the streambed, they lose water to ground water by outflow through
the streambed, and they do both, gaining in some reaches and losing in others
(Winter and others, 1998). For ground water to discharge into a stream channel,
the altitude of the water table in the vicinity of the stream must be higher
than the altitude of the stream-water surface. Conversely, for water in a
stream or lake to flow into the ground, the altitude of the water table in the
vicinity of the stream must be lower than the altitude of the stream-water
surface. The complexity of these interactions may vary from stream to stream as
well as over time.
"In recognition of the frequent and pervasive interaction between groundwater and surface water and the virtual impossibility of distinguishing between them in some instances, the governments of Canada and the United States should apply the precautionary principle with respect to removals and consumptive use of groundwater in the Basin." Interim IJC Report Recommendation V
Ground-water flow into the Great Lakes
"Groundwater is important to the Great Lakes ecosystem..." Interim IJC Report, Page 5
An approximate water budget for Lake Michigan helps place the role of ground water in perspective. This water budget quantifies the flow of water into and out of
Lake Michigan (fig. 10). Inflow of water to Lake Michigan consists of
precipitation on the lake (about 53,000 ft3/s); direct surface runoff into the lake (about 8,800
ft3/s); indirect ground-water discharge to
the lake (about 32,000 ft3/s); direct
ground-water discharge to the lake (about 2,700 ft3/s); diversions into the lake (about 50 ft3/s); and return flows into the lake from water users
(about 6,000 ft3/s). Outflow of water from
Lake Michigan consists of evaporation from the lake surface (about 41,000
ft3/s); outflow from Lake Michigan to Lake
Huron (about 52,000 ft3/s); surface-water
withdrawals from the lake (about 7,500 ft3/s); and ground-water withdrawals in the watershed
(about 2,100 ft3/s) (Croley and Hunter, 1994;
written commun., Great Lakes Commission; Holtschlag and Nicholas, 1998; and
Grannemann and Weaver, 1999). Although small in comparison to the amount of
water in storage in the Great Lakes, ground water directly and indirectly
contributes about 80 percent of the water flowing from the watershed into Lake
Michigan. On the basis of these data, it is evident that ground water is an
important component of the hydrologic budget for the Great Lakes Region.
A relatively small amount of ground water flows directly to the Great Lakes
The Great Lakes
are in topographically low settings that, under natural flow conditions, causes
them to function as discharge areas or "sinks" for the ground-water-flow
system. Most ground water that discharges directly into the lakes is believed
to take place near the shore (Grannemann and Weaver, 1999). Of all the Great
Lakes, Lake Michigan has the largest amount of direct ground-water discharge
(2,700 ft3/s) because it has more sand and
gravel aquifers near the shore than any of the other Great Lakes (Grannemann
and Weaver, 1999). Although this is a relatively low inflow compared to the
total streamflow into the lake from land areas (41,200 ft3/s) (Croley and Hunter, 1994), it is nearly equal to
the amount of water diverted from Lake Michigan through the Chicago Ship and
Sanitary Canal (Oberg and Schmidt, 1996).
Ground water keeps streams flowing during periods of low surface runoff
In most instances, the flow of a stream includes both a surface-water runoff component and a
ground-water inflow component. The fraction of total streamflow that originated
from ground water must be known to analyze and understand the interaction
between surface water and ground water in the stream. Holtschlag and Nicholas
(1998) used a method called "hydrograph separation" to estimate the amount of
ground water in the total streamflow that discharges to the Great Lakes. They
call this quantity of water "indirect ground-water discharge" to the lakes.
Prior to this study, indirect ground-water discharge was not explicitly
considered in estimates of Great Lakes Basin water supply. Instead, it was
incorporated into the streamflow component of the supply. Surface runoff is a
short-term component of flow that results from precipitation moving overland to
a stream without percolating into an aquifer. Ground-water discharge is a
long-term, persistent component that results from that part of precipitation
that infiltrates into the soil, percolates into an aquifer, and then flows to a
stream.
Although Holtschlag and Nicholas (1998) used data from 195 streamgaging stations in the watershed
for their analysis, the combined drainage areas to these stations covered only
13.6 percent of the total drainage area of the Great Lakes Basin. These results
were extended to the entire basin by assuming that the average ground-water
component of streamflow estimated for the ungaged streams is about the same as
that estimated for gaged streams in the basin. Using this approach Holtschlag
and Nicholas estimated that the average ground-water component of streamflow
ranges from 48 percent for Lake Erie to 79 percent for Lake Michigan (fig. 11).
Ground water, wetlands, and stream ecology
Ground water and wetlands
"Similar to streams and lakes, wetlands can receive ground-water inflow, recharge ground water, or do both."
Winter and others, 1998
Wetlands, once perceived as worthless land, are now recognized as a necessary component of a
vital landscape (Hunt, 1996). They are often considered the "kidneys of the
landscape" because of their role in mitigating and filtering the effects of
human activity on water resources in the watershed. Wetland functions have been
shown to include storm and floodwater retention, shoreline protection, and
water-quality improvement. Wetlands also provide wildlife habitat. More than
one-third of endangered species in the United States are associated with
wetlands even though wetlands comprise less than five percent of the landscape.
Vast areas of wetland acreage more than 50 percent in the United States,
and more than 95 percent in some states that border the Great Lakeshave
been destroyed, modified, or converted to other uses since presettlement time.
Although the effects of these losses are beginning to be understood, more study
is needed to improve our knowledge about the role of these important wetland
systems.
Wetland hydrology is widely
recognized as the primary effect on wetland ecology, development, and
persistence. An understanding of the hydrology is essential to identify and
quantify wetland functions and processes. For example, ground-water flow has
been shown to be important for the physical and chemical environment of other
aquatic systems because the amount of dissolved solids carried by ground water
is typically much higher than that carried by surface water. Thus, ground water
can have a profound effect on the acid susceptibility and nutrient status of
the wetland (Hunt and others, 1997). It is widely recognized that linkages
between water-budget components and wetlands are not well known, due, in large
part, to poor understanding of how ground water flows into and out of
wetlands.
While problems associated with ignoring
ground water in water-budget analyses are well known (Winter, 1981),
traditional hydrologic analyses have had limited success in showing the linkage
of ground water to physical and chemical hydrology of wetlands. Previous work
on ground water in wetlands has often relied on methods used in aquifer-scale
studies, such as widely spaced sample intervals and aquifer tests. Recently,
non-traditional investigations of wetlands have shown substantial complexity
within wetland hydrologic systems (Harvey and Nuttle, 1995; Hunt and others,
1996). Moreover, this research is showing that ground water has profound
effects on the physical and chemical environment of a wetland (Hunt and others,
1999).
Ground water provides refuge for aquatic organisms
Ground-water
discharge to streams may help provide important habitat for aquatic organisms,
including fish. In addition, because ground-water temperatures are nearly
constant throughout the year, stream reaches with relatively large amounts of
ground-water discharge can provide refuge to organisms from heat in summer and
from cold in winter. For example, some stream reaches in the region remain
unfrozen even though air temperatures are well below 32° Fahrenheit. Other
possible benefits to the survival of aquatic organisms related to ground-water
discharge to streams include increasing concentrations of dissolved oxygen;
adding small amounts of nutrients that are essential to the health of
organisms; providing cold pockets of water in summer; and maintaining
streamflow during dry periods.
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