Greenhouse Effect, Sea Level Rise, and Salinity in the Delaware Estuary
A Joint Assessment by EPA and the Delaware River Basin Commission
of what must be done to protect water supplies and wildlife
TABLE OF CONTENTS
LIBRARY OF CONGRESS CATALOGING INFORMATION
EXECUTIVE SUMMARY
CONCLUSIONS
INTRODUCTION
THE BASIS FOR EXPECTING A RISE IN SEA LEVEL (omitted--obsolete)
SALINITY IN THE DELAWARE ESTUARY
--Saltwater Intrusion
--The Delaware Estuary
--Saltwater Intrusion and the DRBC
--Estimating Impacts of Sea Level Rise on Salinity
--Implications
IMPACT OF INCREASED RIVER SALINITY ON NEW JERSEY AQUIFERS
RESPONSES TO SALINITY INCREASES
NEXT STEPS
REFERENCES
TABLE OF FIGURES INCLUDED ON THIS WEBSITE
Figure 5--Map
Figure 9--Change in Estuary Salinity During Drought As
Sea Level Rises
Figure 12--Areas where Aquifer is Connected to the River
Figure 14--The Estuary Recharges Aquifer because Aquifer
is Pumped Well Below Sea Level
Figure 15--The Lasting Impact of the 1960s Drought on
Aquifer Salinity
Figure 16--Illustration of Groundwater Salt Intrusion
Barrier
The standard way of citing this article is: Hull, C.H.J. and
J.G.Titus (eds) Greenhouse Effect, Sea Level Rise, and Salinity in the
Delaware Estuary.. Washington, D.C.: U.S. Environmental Protection
Agency and Delaware River Basin Commission.
This web page provides the final text as approved by EPA and DRBC
for publication, with the following exceptions: First, the section on global
warming and sea level rise is obsolete and hence is omitted. Second, the
appendices of the report are also omitted. In addition, some of the figures
and tables are omitted. Because I did the rewriting and typing of the original
report, I still had alot of the files. The appendices were done by Lou
Thatcher and Tony Creamer; some of the tables were done by Jack Hull; and
I have not seen any of the three in ages. Note that Jack Hull drafted
the section on the Delaware Estuary, Gerry Lennon drafted the section on
the Aquifer, and I drafted the Summary, Introduction, Responses, and Next
Steps Sections. Lou Thatcher and Jack Tortorielly did the model runs estimating
salinity changes, while Tony Creamer obtained the topographic sheets and
made the calculations of how the width of the estuary would change as sea
level rises, which had to be fed into the model. I can not remember what
the other people did.
We have omitted some of the figures where it just did not seem worth
the storage. If you need those missing items, you can find the report in
any government depository library that takes EPA publications, and maybe
NTIS. If you plan to quote this verbatim, it would be a good idea to look
at the original also, because I can not be absolutely sure that a few cosmetic
changes were not made after I handed over my text files to the contractor
who did the page layout. Any text in red signifies changes that I would
make if the article were submitted in 1997 (e.g., downard revisions on how
rapidly sea level will rise).
The following information is from the inside cover of the report. The
front cover is a picture of the Delaware Memorial Bridge.
Library of Congress Cataloging-in-Publication Data
Greenhouse effect, sea level rise, and salinity in the Delaware Estuary
Bibliography:
1. Sea Level--Delaware River Estuary (N.Y.-Del.-Penn. and N.J.) 2. Salinity--Delaware
River Estuary (N.Y.-Del.-Penn. and N.J.) 3. Greenhouse effect, Atmospheric--Delaware
River Estuary Region (N.Y.-Del.-Penn. and N.J.) 4. Delaware River Estuary
Region (NY-Del.- Penn. and N.J.)--Climate 5. Water, Underground-New Jersey--Quality.
I. Hull, C.H.J. II. Titus, James G.
GC89.G75 1986 363.7 394 RR_11J
Back to Cost of Holding Back
the Sea
See also More Sea Level Rise Reports
Edited by
C . H .J . Hull
Delaware River Basin Commission
James G. Titus
Environmental Protection Agency
Other Contributors:
Gerard P. Lennon
Lehigh University
M. Llewellyn Thatcher
Cooper Union College
Richard C. Tortoriello
Delaware River Basin Commission
Gary M. Wisniewski
Lehigh University
Gary A. Yoshioka
ICF Incorporated
This document has been reviewed in accordance with the U.S. Environmental
Protection Agency and Delaware River Basin Commission peer and administrative
review policies and approved for publication. Mention of trade names or
commercial products does not constitute endorsement or recommendation for
use. Please send comments to James G. Titus (PM-220), Strategic Studies
Staff, U.S. Environmental Protection Agency, Washington, D.C. 20460.
SUMMARY
Increasing atmospheric concentrations of carbon dioxide and other gases
are expected to warm the earth a few degrees (C) in the next century by
a mechanism commonly known as the "greenhouse effect." Such a warming could
alter precipitation patterns and raise sea level. Although it is not yet
possible to predict whether particular areas will receive more or less rainfall,
there is a general agreement that sea level will rise. Unfortunately, estimates
for the year 2025 range from 5 to 21 inches above current sea level, while
estimates of the rise by 2100 range from 2 to ll feet.
I left the preceeding statement in for color. That range would now be more
applicable to the year 2200. See The Probability of Sea
Level Rise
Several issues must be resolved for society to rationally address the
possibility of significant changes in climate and sea level. Officials making
decisions about near-term projects with long lifetimes must examine the potential
consequences and determine whether these risks justify a shift to strategies
that are less vulnerable to changes in sea level or the frequency or severity
of droughts. Research officials must assess the opportunities for improving
predictions and decide whether the need for these improvements justifies accelerating
the necessary research. Decision makers must decide whether to base policies
on today's inadequate knowledge or ignore the implications until they are
more certain.
One potential impact of a global warming and rise in sea level would
be an increase in the salinity of estuaries, which might threaten drinking
water and aquatic ecosystems. The Delaware River Basin Commission (DRBC)
has long considered the implications of droughts on management of water
resources in the Delaware estuary; since 1979, it has also considered the
implications of recent sea level trends. However, the DRBC has not previously
focused on the possibility that the "greenhouse warming" could exacerbate
salinity problems. The Environmental Protection Agency has initiated studies
on the impacts of sea level rise and climate change on erosion, flooding,
and wetland protection, but has not previously examined the impacts on salinity.
This joint report by the Environmental Protection Agency and the Delaware
River Basin Commission examines the implications of the greenhouse warming
for salinity control in the Delaware estuary. The study focuses on the implications
of (1) a 21-inch rise in global sea level expected by 2050, which would
imply a rise of 2.4 feet in the Delaware estuary; and (2) a 7-foot global
rise by 2100, which would imply an 8.2-foot rise in the Delaware estuary.
This is the last time I am going to remind you that
those scenarios are obsolete. For a discussion of local sea level scenarios,
go to "The Probability
of Sea Level Rise" which suggests that the low scenario has about a 20%
chance by 2100 and over a 50% chance by 2150. The high scneario has a 10
percent chance by 2200. The authors estimate the increase in estuary
salinity, estimate the possible increase in salinity of the Potomac-Raritan-Magothy
aquifer system, discuss the implications, and examine possible responses.
Potential changes in precipitation are not evaluated.
CONCLUSIONS
1. Sea level rise could substantially increase the salinity of the Delaware
estuary in the next century. If no countermeasures are taken, a repeat of
the 1960s' drought with a 2.4-foot rise would send the salt front upstream
to river-mile 100, compared with mile 93 for current sea level. Moreover,
the chloride concentration at mile 98, the DRBC salinity control point,
would increase from 136 parts per million (ppm) to 305 ppm. An 8.2-foot
rise would send the salt front upstream to mile 117 and would increase salinity
to 1560 ppm at the salinity control point.
2. Accelerated sea level rise could cause excessive salinity concentrations
at Philadelphia's Torresdale intake if no countermeasures are taken. For
a 2.4-foot rise, sodium concentrations would exceed 50 ppm (the New Jersey
drinking water standard) during 15 percent of the tidal cycles during a recurrence
of the 1960s drought. For an 8.2-foot rise, sodium concentrations would
exceed 50 ppm during 50 percent of the tidal cycles.
3. Accelerated sea level rise could threaten the New Jersey aquifers
recharged by the Delaware River. During the 1960s drought, river water with
chloride concentrations as high as 150 ppm recharged the Potomac-Raritan-Magothy
aquifer in the vicinity of Camden, raising chloride concentrations of some
wells from 20 ppm to 80 ppm. A repeat of the 1960s' drought with a 2.4-foot
rise in sea level would result in river water with concentrations as high
as 350 ppm recharging the aquifer in this area. During the worst month of
the drought, over one-half of the river water recharging the aquifer would
have chloride concentrations in excess of 250 ppm. With an 8.2-foot rise,
98 percent of the recharge during the worst month of the drought would have
chloride concentrations greater than 250 ppm, and 75 percent of the recharge
would be greater than 1000 ppm. (The EPA drinking water standard is 250
ppm, and water with chloride concentrations greater than 78 ppm generally
exceeds the 50-ppm sodium standard.)
4. Planned but unscheduled reservoirs could offset salinity increases
expected in the next forty years. Salinity increases resulting from a one
foot rise in sea level expected in the next forty years would require increased
reservoir capacity of at least 110 thousand acre-feet. However, reservoirs
planned by the DRBC but not yet scheduled would have a combined capacity of
592 thousand acre feet.
5. Possible shifts in precipitation resulting from the greenhouse warming
could overwhelm salinity increases caused by sea level rise. Excessive salinity
has been a problem only during droughts. Unfortunately, it is not possible
to determine whether the Delaware River Basin will receive more or less
rainfall in the future. A recent study by NASA suggested that a tenfold
increase in drought frequency cannot be ruled out. On the other hand, some
researchers have suggested that most coastal areas will experience a 10
percent increase in precipitation.
6. Uncertainties regarding future climate change do not necessarily imply
that waiting for better predictions is the most prudent strategy. There
is no guarantee that accurate climate projections will be possible when
they are needed. Moreover, some measures may have potential benefits so
far in excess of their costs as to be warranted in spite of current uncertainties.
For example, identifying potential reservoir sites long before they are
necessary and not developing them for other uses can ensure that they are
available if and when they are needed, without imposing substantial costs.
Waiting until they are needed could result in no satisfactory sites being
available.
7. A regional study should be initiated that examines the potential impacts
of precipitation changes as well as sea level rise for the Delaware estuary
and adjacent river basins. A thorough understanding of the water resource
challenges faced by the Delaware River Basin is not possible without considering
the needs of New York City and other areas outside the Basin that depend
on the Delaware for water supply.
INTRODUCTION
Increasing atmospheric concentrations of carbon dioxide, methane, chlorofluorocarbons,
and other gases are expected to raise the earth's average surface temperature
several degrees in the next century by a mechanism commonly known as the
"greenhouse effect." Such a global warming would probably raise sea level
and substantially change precipitation patterns worldwide, altering water
quality and availability and upsetting wetland and aquatic ecosystems. Scientific
understanding is not yet sufficient to estimate the impacts accurately, but
it is sufficient to expect that the changes will be substantial.
Although it is not yet possible to project future climate change for
specific regions, there is a consensus on the probable increase in average
temperatures. Because sea level depends mostly on the global average temperature,
it is possible to estimate the likely range of its rise. Recent reports
by the National Academy of Sciences and the Environmental Protection Agency
project a worldwide rise in sea level of sixty to one hundred fifty centimeters
(two to five feet) in the next century. Such a rise would be a substantial
acceleration over the rise of thirty centimeters (one foot) that has taken
place along the Atlantic coast in the last century.
One of the impacts of a rise in sea level is an increase in the salinity
of estuaries and aquifers. In 1979, the Delaware River Basin Commission
(DRBC) investigated the impact of recent sea level trends on salinity in
the estuary and determined the measures that would be necessary by the year
2000 to counteract the increased salinity caused by droughts and sea level
rise. Because no projections on the impact of the greenhouse effect were
available
at the time, that study did not consider the implications of an acceleration
of the current rate of sea level rise.
This report examines the potential impacts of accelerated sea level rise
on salinity in the Delaware estuary and adjacent aquifers in New Jersey.
Although the impacts we examine are uncertain and contingent upon particular
rates of sea level rise occurring in the future, this type of analysis is
useful because it may be possible to identify cost-effective opportunities
to prevent or mitigate possible consequences that warrant consideration even
today. We hope that this report stimulates interest in the long-term planning
necessary for management of the Delaware estuary to meet successfully the
challenge of a rise in sea level.
This report first describes the basis for expecting a rise in sea level.
It then explains how droughts and rising sea level increase the salinity
of an estuary, describes the impact of droughts on salinity that would result
from a 73- and 250-centimeter (2.4- and 8.2-foot) rise in sea level, and
discusses some of the consequences. Section 4 discusses the impact of increased
river salinity on the adjacent Potomac-Raritan-Magothy aquifer system in
New Jersey. Section 5 provides a qualitative discussion of possible responses,
including ways of preventing salinity increases in the estuary and the aquifer,
and ways of adjusting to the increases.
The report concludes by outlining the next steps that should be taken
to determine the best responses to the greenhouse effect. Problems with increased
salinity generally occur during droughts, the frequency of which may be
different in the future. Although this effort is limited to sea level rise,
a more in-depth assessment must also consider possible changes in precipitation
THE BASIS FOR EXPECTING A RISE IN SEA LEVEL
(omitted)
SALINITY IN THE DELAWARE ESTUARY
A rise in sea level of even thirty centimeters (one foot) would have
major impacts on coastal erosion, flooding, and saltwater intrusion. Until
this effort, no one had estimated the saltwater intrusion expected to result
from an accelerating rise in sea level due to the greenhouse effect. However,
previous EPA studies have examined the impacts of erosion and flooding, as
well as possible responses (Barth and Titus 1984). Ongoing EPA studies are
investigating the potential impacts on coastal sewerage systems, wetlands
and seawalls.
The Delaware River Basin Commission (DRBC) has considered the implications
of recent sea level trends in its policy making since the late 1970s. Accordingly,
the DRBC already had the necessary model and data for assessing accelerated
sea level rise. This section provides background information on the Delaware
estuary, and presents estimates of saltwater intrusion likely to result
from sea level rise in the next century due to the expected global warming.
Saltwater Intrusion
Salinity in an estuary ranges from that of sea water (at the mouth) to
that of fresh water (near the head of tide). The salinity at a particular
point varies over the course of a year, depending primarily on the amount
of fresh water flowing into the estuary. Mixing and advection caused by
tidal currents and wind can also change the salinity at a particular point.
In the Delaware estuary, tidal effects extend as far upstream as Trenton,
where the tidal range is more than twice that of the ocean boundary. Although
the net flow of the estuary tends to carry salt water toward the ocean,
tidal currents carry salt water upstream, where it mixes with fresh water.
Differences in the densities of salt water and fresh water also contribute
to saltwater intrusion; heavy salt water on the bottom tends to move upstream
when adjacent to lighter fresh water, forming a wedge.
A rise in sea level generally results in increased salinity, assuming
other factors remain constant. In this respect the impact of sea level rise
is similar to the impact of reduced flows during a drought. The former increases
the saltwater force, whereas the latter decreases the freshwater force.
Salinity levels generally respond to changes in tide and river flow within
a matter of minutes or hours.
In the past eighteen thousand years, sea level has risen one hundred
meters (three hundred feet), converting freshwater rivers into brackish
estuaries (Donn, Farrand, and Ewing 1962). Chesapeake Bay and the Delaware
estuary are examples of such drowned river valleys. The Delaware estuary
is probably the first estuary for which the salinity effects of future sea
level rise have been studied (Hull and Tortoriello 1979) 1
. The salinity of this estuary, as affected by the impacts of river diversion
and flow regulation projects, has been the subject of study--and litigation--since
the early 1930s.
The Delaware Estuary
The Delaware River Basin covers an area of thirteen thousand square miles
in New York, Pennsylvania, New Jersey, and Delaware. It is located in the
heart of the megalopolis that stretches from Boston to Washington, D.C.,
on the eastern seaboard of the United States. The Delaware River reaches
from the Catskill Mountains of southern New York to the head of Delaware
Bay. The river is tidal from Trenton, New Jersey, to the bay; the tidal river
and bay form the Delaware estuary, which is 215 kilometers (133 miles) long.
The boundary between the estuary and the ocean is a line between Cape May,
New Jersey, and Cape Henlopen, Delaware. Major cities on the estuary include
Trenton and Camden, New Jersey, Philadelphia, Pennsylvania, and Wilmington,
Delaware. The lower reach of the tidal river is physically connected with
the northern part of Chesapeake Bay by the Chesapeake and Delaware Canal,
which runs from Delaware City, Delaware, westward about twenty-seven kilometers
(seventeen miles) to the Elk River in Maryland. Figure 5 shows the watershed of the Delaware Basin;
Figure 6 is a map of the estuary.
The Delaware estuary is one of the most extensively used tidal waterways
in the world. From the ocean, past Philadelphia and almost to Trenton, the
estuary has a navigable depth of at least twelve meters (forty feet) and
is a major port for ships of all nations. Sport and commercial fishing are
important uses of Delaware Bay, where oysters are the major shellfish harvested.
Many industries along the banks of the estuary use fresh or brackish water
for cooling and other processes. The estuary also serves the region by assimilating
or transporting to the sea the residual wastes discharged from its tributaries
as well as from about one hundred municipal and industrial wastewater treatment
plants located along the estuary.
Based on data published by the U.S. Geological Survey (Bauersfeld et
al. 1985), we estimate that the average flow of fresh water into the Delaware
estuary from its tributaries is 609 cubic meters per second (21,500 cubic
feet per second). The nontidal Delaware River, which drains about half the
basin, has an average flow rate of 332 cubic meters per second. The Schuylkill
River drains about 15 percent of the Basin and conveys an average flow of
84 cubic meters per second. The Christina, which drains 5 percent of the
Basin, has an average flow of 24 cubic meters per second. Smaller tributaries
provide most of the remaining freshwater input, with smaller contributions
from aquifers and direct rainfall onto the estuary.
The waters of the tidal river at Philadelphia and northward are normally
fresh, and several municipalities, including Philadelphia, obtain portions
of their public water supplies directly from this part of the river. Other
cities take ground water from aquifers that are recharged in part by the
tidal portion of the river.
The many consumptive uses of water throughout the Delaware Basin reduce
the flow of fresh water into the estuary. Basin-wide withdrawal of fresh
water is estimated at 351 cubic meters per second (8 billion gallons per
day), of which 24.9 cubic meters per second (568 mgd) is used consumptively
(i.e. evaporated or otherwise removed from the Basin instead of draining
back into the estuary). Community water systems withdraw approximately 51.7
cubic meters per second (1,180 mgd), of which approximately 10 percent is
consumed. The average daily per capita water use in the Basin is 0.617 cubic
meters per day (163 gpd), compared with the mean rate of 0.606 cubic meters
per day (160 gpd) for the United States (Seidel 1985). In addition, diversion
of Delaware River water to New York and northeastern New Jersey are authorized
up to 35 and 4.4 cubic meters per second (800 and lOO mgd), respectively
(Supreme Court 1954). Basin-wide consumption is projected to rise to 52.2
cubic meters per second (l,l91 mgd) by the year 2000 (DRBC 1981).
Saltwater Intrusion and the DRBC
The water resources of the Delaware River Basin are under the regulatory
control of the Delaware River Basin Commission (DRBC), a regional federal-interstate
compact agency established in 1961 to represent the federal government and
the states that share the Basin. The five commission members are the U.S.
Secretary of the Interior and the Governors of Delaware, New Jersey, New
York, and Pennsylvania. The DRBC cooperates with state and federal agencies
to ensure that the water resources of the Basin are protected and developed
to meet the growing demands for all reasonable uses.
One of the most important responsibilities of the DRBC is to monitor
and control salinity in the estuary. Excessive concentrations of ocean salts
at water intakes would create public health risks, increase the cost of water
treatment, and damage plumbing and machinery- High salinity could also upset
the ecology of the estuary.
The DRBC tracks the levels of both sodium and chloride ions in the estuary.
To protect public health, the Commission attempts to control salinity so
that sodium levels of potable supplies do not exceed 50 milligrams per liter,
based in part on New Jersey's 50-mg/l drinking water standard. For a variety
of purposes, the DRBC also tracks the 250-mg/l isochlor (the line across
the estuary where chloride concentrations equal 250 mg/l). Although this
isochlor represents more than detectable levels of sea salts, it is commonly
known as the "salt front." This level also represents the EPA drinking water
standard for chlorides and the concentration at which water tastes salty
to many people.
DRBC seeks to attain its salinity goals by keeping the chloride and sodium
concentrations at river mile 98 below 180 mg/l and lOO mg/l, respectivelv.
These limits were designed primarily to protect the public groundwater
supplies pumped from aquifers upstream of mile 98, which have a good hydraulic
connection with the estuary. Over one-half of the water entering these aquifers
is supplied by the estuary. DRBC has estimated that as long as the river
mile 98 objective is met, sodium levels in most wells tapping the aquifers
will remain below 50 mg/l. Moreover, the Philadelphia water intake at Torresdale
(river mile 110.4) will be supplied with water with sodium concentrations
less than 30 mg/1.
Because the flow of fresh water opposes salt water migrating upstream,
the highest saltiness in the estuary occur during droughts. Thus, the DRBC
keeps salinity from reaching unacceptable levels both by limiting consumptive
uses of water and by releasing water from various reservoirs during periods
of low slreamflow.
When reservoir releases are needed for salinity control in the estuary,
the DRBC directs the U.S. Army Corps of Engineers to release water from
DRBC-financed impoundments operated by the Corps. Table 2 lists reservoirs
on which the DRBC currently relies, and scheduled increases in reservoir
capacity. The Corps has constructed two multipurpose impoundments in the
Basin: Beltsville Reservoir on a tributary of the Lehigh River, and Blue
Marsh Reservoir on a tributary of the Schuylkill River. Two reservoirs originally
designed for flood control (Francis E. Walter Reservoir on the Lehigh River
and Prompton Reservoir on the Lackawaxen River) have also been operated
for salinity control during drought emergencies. The U.S. Congress has authorized
modifications of these facilities for water storage purposes; the DRBC plans
to fund these modifications. Augmentation of low flows is also provided
by many small reservoirs that are not listed in Table 2. Although these
other reservoirs were designed for local community water supplies, they
sometimes augment freshwater flows into the estuary, incidentally, during
critical low-flow periods.
Efforts to decrease consumptive uses of water require the Commission
to address both the diversion of water to other basins and consumptive uses
of water in the Delaware River Basin. The City of New York diverts fresh
water from the upper part of the Basin, as authorized by the U.S. Supreme
Court in 1954. The court decreed that the City release water from its reservoirs
during low-flow periods to compensate downstream interests for the water
that is diverted or stored at other times. The current (1986) Basin Comprehensive
Plan incorporates an agreement among the parties to the 1954 decree--New
York City and the Four Basin States--calling for special drought operation
of the City's Delaware River Basin reservoirs to meet downstream needs for
salinity control while conserving and storing water against the possibility
of an extended drought. Water is also diverted through the Delaware and Raritan
Canal to northeastern New Jersey, with similar provisions to curtail diversion
during droughts.
Some of the most important consumptive users of water in the Basin are
steam-electric power plants. Because scheduled publicly owned reservoir
capacity in the Basin will not be sufficient to meet increased consumption
of water projected to the year 2000 (the DRBC's current planning horizon),
the DRBC has required these utilities to develop storage capacity to provide
freshwater flows into the estuary to offset their consumption.
The most severe drought of record in the Delaware River Basin was that
of the 1960s. For a four-month period the average flow at Trenton was only
one quarter the long-term average flow, and during the worst month the flow
was only 13 percent of the average. In late 1964, the salt front advanced
up the estuary as far as river mile 102, just above the Benjamin Franklin
Bridge in Philadelphia. (The salt front's average location is near river
mile 69.) The drought continued through 1966. Because of the threat to water
systems depending on the estuary, the DRBC declared an emergency, as authorized
by the Delaware River Basin Compact (DRBC 1981). Under its emergency powers,
the DRBC regulated the river flows to control salinity and conserve water.
The emergency was in effect for many months. Several impoundments in the
Basin in 1965 made it possible for the DRBC to call for water releases at
strategic times to control salinity in the estuary, thereby preventing major
harm to water users that draw upon the estuary for their supplies. However,
significant economic damages associated with the higher salinities were reported
by some water users. Some industries in the reach below Philadelphia were
forced to switch temporarily to a municipal system that imports water from
the Susquehanna River Basin. Shellfish production was subject to abnormal
stresses related to the high salinities.
The DRBC uses a mathematical model to study salinity changes. The Delaware
estuary salinity model, developed for the DRBC by Thatcher and Harleman
(1978), 2 relates freshwater inflows, tides,
and ocean salinities to chloride distribution in the estuary. (Technical details of the model are presented in Appendix A
of the published report, omitted from this web page.
The salinity distribution of an estuary affects sedimentation and shoaling.
Thus, changes in salinity could change the geometry of the estuary. Although
maintenance dredging for navigation would tend to maintain the present dimensions
of the main channel in the tidal Delaware River and Bay, changes in salinity-related
sedimentation and shoaling outside the channel accompanying a very large
rise in sea level might alter the geometry and thus the dispersion characteristics
of the estuary. In modeling the changes in sea level and salinity intrusion,
we have not attempted to take into account possible changes in shoaling
characteristics. This is not a serious modeling flaw for a rise less than
one meter. Additional research in this aspect of the problem would be useful
for more accurate projections of the impact of a large rise in sea level.
The DRBC (1983a) uses the 1961-1966 drought as the basis for planning
a dependable water supply. Thus, for assessing most salinity problems, the
model is calibrated for the drought conditions of 1965, the driest year
of record in the Delaware Basin. The model is adjusted to reflect post-1965
changes in reservoir capacity, depletive uses of water, and sea level
Estimating Impacts of Sea Level Rise on Salinity
Current Sea Level Trends. Although worldwide sea level has been
rising 1 to 1.5 millimeters per year (4 to 6 inches per century), the measured
rise along the east coast has been greater, because of local subsidence.
Hicks (1978) reported an average rise of 3.7 millimeters per year at Lewes,
Delaware, for the period 1921 through 1975. Hicks, DeBaugh, and Hickman (1983)
report a rise of 2.6 millimeters per year at Philadelphia, as shown in Figure
7.
The DRBC was the first government agency to investigate the potential
effects of recent sea level trends on salinity in a particular estuary (Hull
and Tortoriello 1979). In 1979, the current DRBC planning horizon was the
year 2000, and the DRBC wished to know what estuarine salinity changes would
result from the projected change in sea level from 1965 to 2000. Considering
only historical trends, not accelerated sea level rise from the greenhouse
effect, Hull and Tortoriello (1979) estimated a 35-year rise of 13 centimeters
(0.42 feet), and analyzed this rise with the Delaware estuary salinity model.
The model was first exercised for 1964-1965 drought conditions, including
observed sea level, but with flow of the Delaware River at Trenton regulated
by reservoirs to maintain an average flow of three thousand cubic feet per
second for the low-flow season. A fifteen-month period (1 October 1964 through
31 December 1965) was simulated. The minimum, mean, and maximum chlorinities
for each tidal cycle, as well as the running sixty-day averages, were simulated
over the fifteen-month period. These data were produced for locations spaced
along the axis of the estuary, with spacing close enough to allow easy interpolation
between location.
Next, a model simulation was carried out for year-2000 conditions, assuming
a recurrence of the 1964-1965 drought flows but with sea level adjusted
upward by 13 centimeters (0.42 feet) to reflect the projected sea level
rise. Other model inputs were held at the values used for 1965.
The maximum sixty-day average chlorinities for 1965 and 2000 were compared
to show the effect of the thirty-five-year sea level rise. Figure 8 shows
the increase in the maximum sixty-day average chlorinities as a function
of river miles. The chlorinity increase due to the simulated sea level rise
was most pronounced at river mile 60, where the sixty-day average increased
by about 210 mg/l. The average position of the salt front moved two to four
kilometers (one to two miles) upstream. The salinity impact of the projected
sea level change decreased with distance seaward and landward of river mile
60, with no measurable effect above mile 120.
Using a series of year-2000 simulations with various degrees of streamflow
regulation, Hull and Tortoriello (1979) found that the salinity increase
caused by the projected thirty-five-year rise in sea level could be offset
by a level of year-round river-flow regulation that augmented the summer
flow by 150 cfs. This augmentation could be provided by a moderately sized
reservoir (about fifty-seven million cubic meters, or forty-six thousand
acre-feet) in the Delaware Basin. These findings have been used in the formulation
of plans for water resources development for the Basin (DRBC 1981).
Accelerated sea level rise. Because of limited resources, we investigated
only two scenarios of accelerated sea level rise. Because the magnitude
of the future rise is uncertain, a conservative approach is to pick a wide
range so that our results are most likely to encompass the actual situation.
We finally settled on 73- and 250-centimeter (2.4- and 8.2-foot) rises over
1965 levels at Lewes, Delaware. (For drought conditions the DRBC Salinity
Model requires inputs relative to 1965 sea level, which was 6 centimeters
lower than 1980 sea level.)
We hope that the reader will not attribute excessive significance to
these scenarios. Nevertheless, it is useful to understand when a 73- or
250-centimeter rise is likely to take place. Because relative sea level
at Lewes is rising about 2.5 millimeters per year more rapidly than the
global average, these estimates do not correspond directly to published
estimates of worldwide sea level rise. The 73-centimeter scenario is consistent
with the National Academy of Sciences estimate for 2050, while the 250-centimeter
case is consistent with the NAS projection for 2125.5 The 73-centimeter
scenario is also consistent with the EPA's mid-range low estimate for 2050,
as well as EPA's high estimate for 2025. The 250-centimeter scenario is
consistent with the EPA mid-range high estimate for 2100 and the EPA high
estimate for 2075.
Although our understanding of future sea level rise is incomplete, the
73-centimeter scenario appears to be a more realistic possibility than the
250-centimeter scenario. Nevertheless, when considering responses to sea
level rise in the next fifty to seventy-five years, one should not completely
ignore the rise that may occur in subsequent years.
The earlier DRBC simulations (Hull and Tortoriello 1979) involved only
a relatively minor change in mean sea level, 13 centimeters (0.42 feet),
which did not require any modification of the salinity model. However, in
the study reported here, it was necessary to consider changes in the geometry
of the estuary itself, as well as in the mathematical representation (model)
of the estuary. For sea level increases of 60 centimeters (2 feet) and more,
not only would the depth of the estuary increase, but the width would also
increase. The techniques used in these model-geometry modifications are described
in Appendix B.
Table 3 and Figure
9 compare the maximum thirty-day average chloride levels at different
river miles for a recurrence of the 1964-65 drought at the 1965 sea level
and rises of 73 and 250 centimeters over that level. We estimated that a 73-centimeter
rise would increase the maximum thirty-day chlorinity at river mile 98 from
approximately 135 mg/l to 305 mg/l. The thirty-day average location of the
salt front would advance to mile 100, compared with mile 93 for such a drought
occurring in 1965. Although the salt front would be well below Philadelphia's
Torresdale intake on average, the 78-mg/1 isochlor would be at river mile
109, just below the intake at mile 110.4. A 250-centimeter rise would bring
the salt front up to river mile 117, well above Torresdale.
Further analysis of the simulations of saltwater intrusion using the
modified geometry yielded statistical information for comparing the numbers
of tidal cycles during which chloride levels exceeded a particular value.
Figure 10 presents these comparisons for river mile 110.4, Torresdale. This
figure shows the effects of post-1965 sea level rises of 73 and 250 centimeters
in terms of the percent of tidal cycles during which a given chloride concentration
would be exceeded by the maximum and minimum concentrations calculated for
every tidal cycle (total of 705 cycles in the simulation period). For example,
a sea level rise of 250 centimeters would cause the 78-mg/1 chloride value
to be exceeded during more than 50 percent of the cycles, while a 73-centimeter
rise would result in exceedance of the chlorinity about 15 percent of the
cycles. The base case (1965 sea level) never showed chloride concentrations
in excess of 78 mg/l; the maximum calculated chlorinity at Torresdale was
62 mg/l. Similarly, the calculated chloride concentration exceeded 250 mg/l
about 42 percent of the tidal cycles for the 250-centimeter rise, but did
not reach the 250-mg/1 level for the 73-centimeter rise, which resulted
in a maximum chlorinity of about 129 mg/l.
Implications
A rise in sea level of several feet would substantially exacerbate today'
salinity problems in the Delaware estuary. The upper estuary above the Schuylkill
River in Philadelphia, now a source of fresh water for both municipalities
and industries, would become too salty for most uses, necessitating a switch
to alternative supplies--at great expense. Philadelphia's water supply intake
at Torresdale, now in the freshwater reach of the estuary, would be subject
to occasional invasions of sea salts, which would sometimes leave the water
unacceptable for the City's many water customers. Industries now using fresh
water from the upper estuary would, after the sea level rise, find brackish
water at their intakes during dry periods. Those industries now using brackish
water from the middle and lower reaches of the estuary would experience
much higher salinities than those for which their systems were designed,
which would damage pipes, tanks, and machinery , and increase water-treatment
costs. In some cases these industries would have to shift permanently to
alternative water supplies.
Oysters . In the upper, narrow reach of Delaware Bay are found
natural
oyster beds, which are managed by the oyster industry with supervision
by the State of New Jersey to provide seed oysters for planting in leased
growing areas in seaward, more saline areas of the bay. Because of their location
in less saline water, the natural seed-oyster beds provide havens for the
young oysters from some of their natural enemies that require higher salinities
for survival. Oyster biologists believe that increased salinities over the
natural beds at critical periods in the annual life cycle of oyster predators
and competitors would afford an advantage to these oyster enemies (Corps
of Engineers 1982). Although the highest salinities generally occur during
summer droughts, experts have expressed concern that the increases in springtime
bay salinities resulting from increased depletive use of fresh water, or
from storage of springtime runoff in reservoirs, would harm the natural beds
and deprive the bay's oyster industry of its seed-oyster source (Haskin 1954;
Gunter 1974).
Hull and Tortoriello (1979) presented evidence that for the historical
period of decline in oyster production in Delaware Bay, the observed gradual
rise in sea level was a more likely cause of increasing bay salinities than
depletive use or storage of fresh water. If the relatively small rise in
sea level--less than thirty centimeters (one foot)--during the period for
which observations are available could damage oyster beds significantly,
the much greater rise considered herein could severely threaten the bay's
oyster industry. The natural seed oyster beds near the head of Delaware Bay
would tend to shift up the estuary. Such a shift would reduce yields both
because the estuary is much narrower above the bay and because shifting upstream
would bring the oyster beds closer to upstream sources of pollution.
General ecological impacts . Potential impacts of increasing salinities
on other estuarine plants and animals have been matters of concern expressed
by ecologists (Corps of Engineers 1982). The magnitude of salinity increase
found in the DRBC model simulations of postulated accelerated rises in sea
level would be expected to produce major changes in the ecology of the Delaware
estuary. There would be an up-estuary advance of marine and estuarine species
and a retreat of freshwater species. Some species now thriving in the relatively
clean waters of the lower estuary would migrate into the more polluted areas
of the upper estuary, closer to wastewater outfalls and other hazards. Water
craft using the now freshwater reaches of the upper estuary would be subject
to problems caused by marine fouling organisms. These marine organisms would
also infest water systems that take water from the tidal river in reaches
now free of this problem.
Although this report focuses on salinity, other environmental impacts
of rising sea level may be important and should be investigated. Higher water
levels could drown much of the approximately 830 square kilometers (320
square miles) of wetlands along the estuary. These wetlands, which provide
critical habitats for many species of birds and fish, are partially protected
from current human interference by federal and state laws. Although these
ecosystems could migrate landward with rising sea level, such migration
would be inhibited if development just inland of the marsh is protected
by bulkheads, levees, and other structures; there are currently no environmental
programs to ensure that development and other human activities permit this
migration in the future (Titus, Henderson, and Teal 1984; Titus 1985). By
removing one of nature's cleansing mechanisms, a loss of wetlands could increase
pollution loadings in the estuary. Although long-term management of the estuary
will have to consider these impacts, they are beyond the scope of this report.
IMPACT OF INCREASED RIVER SALINITY
ON NEW JERSEY AQUIFERS
Perhaps the most serious potential implication of increased river salinity
would be saltwater contamination of adjacent aquifers Many water users in
the lower Delaware River Basin adjacent to the estuary depend on groundwater
supplies, which are recharged in part by the river. Some New Jersey wells
used for public water supply have already been shown to produce water with
high concentrations of sodium, which, according to the State Health Department,
represent a public health hazard (Braun and Florin 1963; Korch, Ramaprasad,
and Ziskin 1984). The increasing salinities in the Delaware estuary that
would accompany a large rise in sea level would severely aggravate the existing
saltwater intrusion problems of aquifers in the Delaware Basin, primarily
in New Jersey and Delaware Some aquifers now heavily used would probably
become too salty for drinking water and would have to be abandoned or limited
to agricultural and industrial uses
This section focuses on the impact of increased estuary salinity on the
Potomac-Raritan-Magothy aquifer system, which supplies much of the water
used in southern New Jersey. Although other aquifers are hydraulically connected
to the estuary, this aquifer is the only major system with a connection
to the part of the estuary likely to become salty as a result of future
droughts or sea level rise.
The Relationship Between Sea Level and Aquifer Salinity
The only portion of an aquifer likely to be salty is the part below sea
level. In coastal aquifers, a layer of fresh water floats on top of the
heavier salt water. The salt water generally forms an intrusion wedge such
that the farther inland (the higher the water table), the farther below
sea level is the boundary between fresh and salt water, as shown in Figure
11. According to the simplistic Ghyben-Herzberg relation, for aquifers where
the water table slopes toward the ocean, this boundary is forty meters below
sea level for every meter above sea level the freshwater level in the aquifer
lies. As sea level rises, the freshwater/saltwater boundary shifts inland
and upward. with a time lag depending on how far that boundary is from the
coast. Pumping wells cause water levels to fall below sea level, and if
the withdrawal rate is too high, the equilibrium saltwater line will move
far inland. The time lag is the major reason that many heavily pumped coastal
aquifers are not yet salty.
Many aquifers such as those in the Potomac-Raritan-Magothy aquifer system
release water into rivers in their natural state. If such an aquifer is
pumped so that groundwater levels fall below mean sea level, it will be
recharged by nearby rivers. As discussed in Section 3, estuary salinity
could respond to sea level rise or changes in precipitation quite rapidly.
Thus, should the river become salty even temporarily, salt could infiltrate
to such an aquifer and persist for a long time. The Potomac-Raritan-Magothy
aquifer system is both a coastal aquifer and an aquifer recharged by a river.
The Potomac-Raritan-Magothy Aquifer System
The Potomac-Raritan-Magothy aquifer system is the principal source of
water for the population and industrial centers in the coastal plain of southern
New Jersey (Luzier 1980). The aquifer extends along the coast from North
Carolina to Long Island. In New Jersey, the Potomac-Raritan-Magothy lies
directly on top of bedrock, is confined above by a relatively tight clay
layer, and has a poor hydraulic connection to other aquifers far offshore.
The Delaware River flows along the outcrop of the Potomac-Raritan-Magothy
from Trenton, New Jersey, to Wilmington, Delaware (Figure 12), and there is a good hydraulic connection
between the river and aquifer system, especially above river mile 98 (Camp
Dresser and McKee 1982).
Vowinkle and Foster (1981) calculated the inflow into the aquifer for
the river reaches shown in Figure 12 using a groundwater
model developed by Luzier (1980) for 1973 and 1978 groundwater levels. The
data showed that the greatest inflow occurs between river miles 101 and
106.5--adjacent to wells in the vicinity of Camden City--where water levels
are significantly below mean sea level.
Even without a rise in sea level due to the greenhouse warming, saltwater
intrusion into the aquifer will worsen in the future. The existing saltwater
boundary to the south of Camden (Fig. 14) reflects a sea level that was
fifteen to thirty meters (fifty to one hundred feet) lower than the present
sea level, implying an ongoing adjustment to the one hundred meter rise
that has taken place over the last eighteen thousand years (Meisler, Leahy,
and Knobel 1984). As ground water is removed and the aquifer approaches
equilibrium with current sea level, the salt front will move farther inland
from the Atlantic Ocean.
Figure 13 illustrates the water levels in the Potomac-Raritan-Magothy
aquifer system based on 1973 field data. Figure 14 Figure 14 illustrates a prediction that
water levels will be more than 37 meters (120 feet) below mean sea level
in Camden County by the year 2000, if the rate of groundwater withdrawal
increases by 1.7 percent per year. As a result of deep saltwater movement
from offshore, the saltwater line in the aquifer will advance to the location
shown in Figure 14, far enough inland to render the Potomac-Raritan-Magothy ground
water in Atlantic, Cape May, and Cumberland Counties brackish or salty.
Impact of a Drought on the Aquifers--Current and Future Sea Level Salinity
levels in the ground water are monitored at selected locations by the United
States Geological Survey and other agencies (see, for example, Schaefer
1983). Low salinity levels are normally found in the Potomac-Raritan Magothy
aquifer system adjacent to the Delaware River above river mile 98 because
of freshwater inflows. However, when the salt front moves up the estuary
during droughts, the high-salinity recharge water from the Delaware River
increases salinity in the ground water, as shown in Figure 15.
Table 4 shows the maximum thirty-day average chloride concentrations
at the center of each reach for each of the three sea level scenarios for
a recurrence of the 1964-65 drought. Because the DRBC is primarily concerned
with protecting the Potomac-Raritan-Magothy aquifer system above river mile
98, we focus on reaches 1 through 8 (river mile 98 through 131). 3
During the 1961-66 drought, the salt front moved up the Delaware estuary
and allowed salt water to recharge the Potomac-Raritan-Magothy aquifer system.
Increased salinity was observed in many wells adjacent to the Delaware River
(Figure 15). In Camden County wells, for example
chloride concentrations increased 10 to 70 mg/l from background levels (5
to 10 mg/l)
(Camp Dresser and McKee 1982). Elevated chloride levels persisted more
than ten years; once introduced into the aquifer salinity contamination tends
to remain (Camp Dresser and McKee 1982).
From such observed data, aquifer salinity distributions can be generated.
Simulating the salinity distribution in the aquifer for the sea level scenarios
requires a predictive numerical model. However, a first-order approximation
can be deduced by considering (1) the estuary's salinity distributions for
selected sea level rise scenarios (see . Figure 9);
and (2) the distribution of inflow into the aquifer (see Table 4).
Table 5 shows the penetration distances during the time that chloride
concentrations exceed 250 and 78 mg/l, respectively, for the fifteen-month
drought simulation. Although we simulated only fifteen months of the five-year
1961-1966 drought, these fifteen months were the worst part of that drought,
with the lowest river flows and the highest estuarine salinities. Therefore,
the computed chloride concentrations of recharge water would be no greater
if we simulated the entire five-year drought. The estimates in Table 5 are
based on groundwater velocities near the advancing edge of the saltwater front,
estimated for each river reach based on 1978 water levels from Walker (1983)
and aquifer properties affecting water velocities from Luzier (1980). The
inflow rate obtained by Vowinkel and Foster (1981) was divided by the available
cross-sectional area and porosity, providing an alternative method of computing
groundwater velocities The velocity ranges were extended to include both
these estimates.
For the baseline scenario (recurrence of the 1964-65 drought flows with
no sea level rise), the thirty-day average 250-mg/1 isochlor in the estuary
penetrates into reach 10 (river mile 91.0 to 95.5) with chloride concentrations
in the estuary in excess of 50 mg/l extending up into reach 5 (river mile
106.5 to 109.5). Although the 250-mg/l line would not penetrate to reach
8, penetration distances of over ninety meters (three hundred feet) are predicted
for the 78-mg/l line in reaches 6, 7, and 8 (Table 5) If in subsequent years
the salinity in the recharge water decreased again to normal levels, the
slug of high-salinity water would continue to move toward the area of lower
water levels, that is, toward the center of the major cone of depression
in Camden County (see 1973 water levels in Figure 13). As this slug slowly
moves, however, the chloride concentration would decrease because of diffusion,
dilution by lower salinity recharge water (including precipitation), and
withdrawal from the aquifer. Nevertheless, levels in excess of the New Jersey
drinking water standard (50 mg/l sodium, corresponding to 78 mg/l chloride)
could occur for several years in areas within a mile or two of the river.
For the 73-centimeter sea level rise scenario, water with chloride concentrations
slightly in excess of 250 mg/l (corresponding to a sodium concentration
of 145 mg/l) would begin to recharge the aquifer system in the vicinity
of reach 8 (river mile 98 to lOl). The dilution and diffusion of the salt
water as it moves through the aquifer would undoubtedly reduce the chloride
concentration below 250 mg/l within a very short distance of the Delaware
River. Above reach 8, the chloride concentrations are predicted to be below
250 mg/l. Thus, like the baseline case, no significant region of the aquifer
adjacent to the Delaware River above river mile 98 should experience sustained
chloride concentrations above 250 mg/l. Sodium concentrations greater than
50 mg/l would be present in the recharge water as far as reach 4 and would
penetrate several hundred feet in reaches 6, 7, and 8.
For the more severe 250-centimeter sea level rise scenario, a significant
zone (reach 3 and seaward) of the aquifer system would be recharged by water
from the river with thirty-day chloride concentrations in excess of 250
mg/l. The slug of high-salinity water would move significant distances before
dispersing to insignificant background levels.
In summary, a recurrence of the 1960s' drought with a higher sea level
would cause increased sodium and chloride levels in parts of the Potomac-Raritan-Magothy
aquifer. These increased levels would persist for long periods--probably
several decades--as the high-chloride water dispersed and propagated toward
pumping wells. For many years, some wells would experience elevated sodium
levels that could make the water unfit for many purposes, including human
consumption, in which case, water from alternate sources could be required.
Improved Estimates
Although we used the DRBC salinity model to estimate surfacewater impacts,
no similar model was available for assessing groundwater impacts without
an investment of resources exceeding what was available for this study. To
more adequately evaluate the impact of the estuary salinity distributions
on the groundwater system will require a solute transport and dispersion
model, such as the one presented by Konikow and Bredehoeft (1978). A significant
field investigation should be conducted, including an in-depth review of
existing field data. Because of the complex hydrogeology, a numerical model
is required. The model must contain such features as salinity concentration
at the boundaries, which can vary in time and space. Although a two-dimensional
representation may prove adequate, a three-dimensional model may be necessary.
During drought conditions, high-chloride water will recharge the aquifer
far up the estuary for a limited period of time. The output of a numerical
model will allow tracking of the slug of high-chloride water as it propagates
and moves through the aquifer in the down-gradient direction.
RESPONSES TO SALINITY INCREASES
In spite of the severity of projected salinity increases, the major impacts
are far enough in the future to be incorporated into planning by the DRBC,
state governments, and the private sector. The options fall primarily into
two categories: preventing increased salinity or adapting to it. This section
briefly discusses such options. A determination of the most appropriate
responses to be undertaken is outside the scope of this report.
Preventing Salinity Increases
Increasing river flow can offset salinity increases. The DRBC currently
maintains capacity to release fresh water from reservoirs and has regulatory
authority to decrease consumptive use of water during droughts.
Hull and Tortoriello (1979) determined that the thirteen-centimeter (five-inch)
rise in sea level expected for the period 1965-2000 (based on recent trends)
would require an increase in reservoir capacity of fifty-seven million cubic
meters (forty-six thousand acre feet). The DRBC's comprehensive plan provides
for such an increase in capacity.
A conservatively low extrapolation of the results from Hull and Tortoriello
(1979) implies that for the thirty-centimeter (one-foot) rise in sea level
expected through 2025, the required additional reservoir capacity would
be approximately 140 million cubic meters (110 thousand acre feet), about
one fourth the capacity that would be provided by the proposed Tocks Island
reservoir. Table 6 lists reservoirs that are currently in the DRBC's long-range
comprehensive plan, with a combined reservoir capacity of 730 million cubic
meters (592 thousand acre-feet). These reservoirs would augment streamflow
during droughts enough to offset salinity increases caused by Sea level
rise and increased water consumption well into the 21st century. However,
most of these dams have not yet been scheduled for construction.
Although reservoirs are generally not built before they are needed, incorporating
future reservoirs into the Comprehensive Plan long before construction can
help to limit eventual costs. Otherwise, the best sites may be developed
for other uses, increasing the cost of purchasing the land, perhaps to the
point where a dam at that site becomes economically infeasible, which could
necessitate selection of an alternative reservoir site that is less environmentally
or economically attractive.
The advantage of adding reservoir capacity is that such an approach fits
within the current policy framework. The limitations, however, must also
be considered. Although dams can mitigate environmental disruption caused
by consumption of water, environmental disruption can result from the dams
themselves, a factor of no small importance in the opposition to the proposed
Tocks Island Lake, the consideration of which has been deferred until after
the year 2000. Moreover, the capacity of reservoirs must keep pace with increased
consumptive use of water, as well as sea level rise. Finally, each additional
dam tends to cost more than the previous one, as the least costly sites are
usually developed first. Thus, even ignoring environmental questions, there
is a limit to the ability of reservoirs to counteract saltwater intrusion
in a cost-effective manner.
Increased private storage capacity could augment public reservoirs. As
mentioned in Section 3, electric utility companies in the Delaware Basin
are already required to develop enough storage capacity to offset their new
consumptive uses during low-flow conditions. Actions could be taken to encourage
other users to develop storage or decrease consumption.
Decreasing the depletive use of water from the river would also prevent
salinity from increasing. The DRBC has used its special powers during several
drought emergencies since 1965 to curtail diversions to New York City and
northeastern New Jersey and other depletive uses. In 1983, the DRBC (1983b,
1983c) adopted regulations that automatically cut back consumption within
the basin and diversions out of the basin during droughts.
Decreasing depletive uses of water has been one of the DRBC's tools for
combating saltwater intrusion. Nevertheless, there are practical and physical
limits on the ability to offset salinity increases caused by a large rise
in sea level. Although conservation has been exploited to a high degree
within the basin, consumptive use is expected to grow with population. Curtailing
diversions of Delaware River water to New York City and other areas may
impose increasing hardships on these areas as alternate supplies such as
the Hudson River also become saltier. Moreover, even if all depletive uses
of water were eliminated, a substantial rise in sea level would eventually
increase salinity in the estuary, as it has since the last ice age.
Adapting to Increased River Salinity: Surfacewater Users
If measures are not undertaken to prevent a salinity increase, water
users will have to adapt to it. The City of Philadelphia could adapt to
increased salinity by moving its intake upstream. This approach was actively
considered as a temporary measure during the 1960s' drought, when the Torresdale
intake was threatened by saltwater intrusion (Hogarty 1970)
Although Philadelphia will almost certainly continue to rely on the Delaware
River for part of its water supply, other users may be able to shift to
alternative supplies. The Chester (Pennsylvania) Municipal Authority has
already done so. Formerly taking its water supply from the tidal Delaware
River below Philadelphia, the Authority was forced to abandon this source
in 1951 because of frequent high salinities related to low river flows.
The Authority now obtains its water supply from the Susquehanna River Basin.
However, the Susquehanna River flows cannot be reduced without limit to help
Delaware Basin water users avoid increasing salinity; the Susquehanna has
its own problems, including the need to maintain adequate low flows for salinity
control in upper Chesapeake Bay (Schaefer 1931; Susquehanna River Basin Commission
1973).
Some industries along the Delaware estuary may eventually find it impossible
to obtain adequate freshwater supplies. Such industries may be forced to
relocate to areas where fresh water is available. Others may be able to survive
at their present locations by shutting down river pumps during periods of
high salinity and switching to municipal water distribution systems with
access to fresher sources. This has happened in past droughts in the area
along the Delaware estuary served by the Chester Municipal Authority. However,
alternative sources may be prohibitively expensive.
Although water conservation measures could make only a limited contribution
toward preventing salinity increases, they could also play a role in adapting
to decreased availability of fresh water. Nevertheless, they would face
institutional barriers that could substantially delay an effective response.
Additional regulations of water use would require identification of additional
activities to be controlled. Although higher prices could theoretically
induce an economizing shift toward conservation, public agencies would find
it difficult to raise water prices, particularly for those whose water is
supplied by wells on their own property.
Finally, companies and individuals may adapt by using water with higher
salinity. Companies that use water for cooling may experience increased
corrosion of pipes and machinery, or may invest resources in corrosion-resistant
materials. Some individuals may shift to bottled water during droughts,
4 while others may choose to drink water with
elevated salt content rather than go to the expense of distilling water.
Health-conscious people may respond to salt-laden drinking water by reducing
salt intake from other sources. Nevertheless, the health hazard of elevated
sodium in water ingested by persons subject to hypertension and other diseases
requiring low-sodium diets is an argument for avoiding high salt content
in public drinking-water supplies, so that susceptible persons will not be
forced to save money by sacrificing health.
Adapting to Increased River Salinity: Groundwater Users
Groundwater users can adapt to increased salinity in ground water by
many of the same methods by which surfacewater users can respond. In addition,
efforts may be undertaken to prevent the river from recharging the aquifers
with salt water. The methods include physical barriers, extraction barriers,
freshwater injection barriers, and increased recharge from sources other
than the estuary. Modified pumping patterns could also be employed.
Physical barriers. Subsurface physical barriers, such as sheet
pile cutoff walls. clay slurry trenches under earth dams, and impermeable
clay walls, are routinely used by engineers to control the movement of water
and other liquids, including hazardous waste materials. It is also possible
to inject materials that form a zone of low permeability.
Extraction barriers. Extraction barriers consisting of a line
of pumping wells parallel to shore have been used in various locations in
order to prevent or reduce saltwater intrusion (Stone 1978). Extraction
barriers may withdraw some fresh water that would otherwise be useful and
thus may not be a viable option where water supplies are scarce.
Freshwater injection barriers. Figure 16 illustrates a typical injection barrier in operation
to control the saltwater intrusion for cases where the sea level is in excess
of freshwater levels. In contrast to the extraction barrier, with an injection
barrier, fresh water is injected into the aquifer through a line of wells
along the shoreline. The higher groundwater levels along the injection barrier
prevent saltwater intrusion.
Increased recharge In many coastal locations in the United States,
sufficient amounts of fresh water are available for recharge during periods
of high precipitation. Although some water is captured during these periods
and stored in surface reservoirs, very little water is artificially recharged
to groundwater reservoirs for use during droughts. This extra water, which
is "wasted" to the ocean, could be used to replenish the aquifer, build
up groundwater levels, and slow or stop saltwater intrusion.
Modified pumping patterns. For aquifers where moderate pumping
already
occurs and the effecl of a sea level rise is projected to be important,
a phased shutdown of wells can be designed as the monitored saltwater intrusion
progresses. Instead of a disorganized search for alternate water as the
chloride concentrations increase, logical permitting of new wells or new
economical surfacewater distribution schemes can be implemented. Because
a saltwater slug will pass through the aquifer even when the drought that
caused the high river salinity has passed, the well could be reopened after
the aquifer has become fresh again. However, such natural purging of a contaminated
aquifer may require decades, if not centuries.
Although it is technically possible to use physical, extraction, or injection
barriers to prevent saltwater intrusion in the Potomac-Raritan-Magothy aquifer
system, the large expense probably would not be justified. Harbaugh, Luzier,
and Stellerine (1980) present technical information on how an injection
barrier could be employed in the aquifer system to reduce the existing saltwater
intrusion. However, Camp Dresser and McKee (1982) provide cost estimates
showing that the implementation of such a groundwater barrier is not feasible
because of the large area needing protection. Although these types of barriers
may be considered, they probably cannot be justified economically.
Increased recharge in the aquifer's outcrop could be employed at a reasonable
cost, as could modified pumping patterns, which would shift the pumping
away from the critical areas. The State of New Jersey is currently studying
alternative water systems for the critical area of excessive drawdown in
Camden County. Among alternatives being considered is the improvement of
the water distribution system, which would transfer water to the area of
heavy drawdown from other sources, thus relieving pumping stress in the
critical area.
NEXT STEPS
Considering Climate Change
Although this paper focuses on the impact of sea level rise on salinity,
other consequences of the greenhouse effect may accelerate or delay the
consequences of sea level rise. For example, if droughts become more severe
in the future, the resulting reduction in river flow would also allow salinity
to increase. Although projections of drought conditions cannot currently
be made for specific regions, general circulation models suggest that drought
frequencies may change substantially.
Rind and Lebedeff (1984) examined model calculations of the change in
drought frequency, caused by a doubling of atmospheric C02, for four regions
of the continental United States, one of which included the Delaware River
Basin. Two of the regions would change slightly, one would experience half
as many droughts, while the other would experience ten times as many. Although
the Delaware River Basin is largely in the latter region, the authors strongly
warn that their model does not accurately project climate for particular
regions.
This report focuses on rising sea level because our ability to project
it is far superior to our ability to predict future precipitation change.
Nevertheless, planning for hydrologic shifts may be more important than
planning for sea level rise. It is possible to plan around a gradual rise
in sea level; even waiting until the 1990s for a confirmation of the predicted
global warming would allow time to prepare for the most severe consequences.
By contrast, a drought can occur suddenly, and several droughts may have
to occur before people know that their area is more prone to drought than
it was in the past. Thus, successful planning for changes in the hydrologic
cycle will probably have to start before those shifts are well understood.
Chen, Boulding, and Schneider (1983) have thus argued that in this situation,
waler resource officials should rely on "robust" strategies-policies that
are less vulnerable to large changes in conditions and can accommodate a
shift in either direction. In the case of the Delaware River Basin, two types
of policies readily come to mind. Reservoirs provide more water storage for
increased drought frequency, but they can also be used to prevent flooding
that would occur from an increased frequency of extremely wet periods. Market
mechanisms can also help for shifts in either direction because they encourage
individuals to adapt quickly to new information rather than to wait for the
government to formulate its response.
Although policies have been identified that would reduce the vulnerability
of the water supply in the Delaware River Basin to future climate change,
it would be infeasible and unwise to implement these policies until a comprehensive
assessment of the likely impacts and possible solutions has been undertaken.
The DRBC's long-range comprehensive plan includes numerous measures that
would reduce the vulnerability of the region's water supply to salinity
increases resulting from rising sea level or changes in climate. Comprehensive
assessments of the likely impacts and possible solutions should be undertaken
to provide adequate lead time for implementing these measures if and when
they become necessary.
Necessary Research
The highest priority is to determine the impact of various climate change
scenarios on river salinity and the streamflow modification required to
maintain acceptable salinity levels in the face of climate change. An examination
of the costs and benefits of various response options should then be undertaken
for each of these scenarios. By examining each option for a variety of possible
sea level and precipitation changes, it may be possible to identify which
solutions are likely to be robust and which are likely to be clearly inferior.
A particularly important question for such an analysis is what amount of
resources could be saved by planning in the 1980s, compared with delaying
the planning until the l990s or later.
A second research priority that concerns other parts of the nation as
well as the Delaware River Basin is to develop better estimates of future
sea level rise and climate change. In addition to undertaking the research,
it is essential that the results be made available to decision makers and
the public at large. For the private sector to make locational and design
decisions that are consistent with expected water availability, people must
become informed about future conditions.
Improvements in the models for estimating salinity changes will also
be necessary. The model used in this report to estimate river salinity would
benefit from a more in-depth assessment of the impact of sea level rise
on shoaling and the estuary's width and cross-sectional geometry Increasing
salinity of the Potomac-Raritan-Magothy aquifer system is already a research
priority of the U.S. Geological Survey Current efforts should be supplemented
with analysis of the implications of rising sea level on that system.
Conclusion
The expected rise in sea level and climate changes caused by the greenhouse
effect are likely to have profound impacts on the quality and availability
of water in the Delaware River Basin. Although the greatest impacts are
decades in the future and cannot be predicted precisely, assessments of
how to respond should start now. Public officials responsible for water
quality will have to decide whether to adapt to salinity changes or attempt
to prevent them. Such assessments may require lengthy public debates, after
which planning, design, and implementation may take decades. Furthermore,
even current trends may necessitate management changes by the year 2000.
An important impediment to implementing the farsighted policies that
will be necessary is the relatively short planning horizon of 15-20 years
generally used by the DRBC, as well as other agencies. This time horizon
has been appropriate in the past because decisions have involved such phenomena
as economic growth and technology that did not require a longer lead time.
But given the longer-term impacts of climate change and sea level rise,
the longer lead time required to prepare for the consequences, and the potential
magnitude of the impacts, a longer time horizon is warranted.
We cannot rule out the possibility that our current understanding overlooks
factors that will substantially reduce the saltwater intrusion expected
from the greenhouse effect. Perhaps the Delaware River Basin will be one
of the regions that experience fewer droughts in the future. Should one
conclude that preparations are not necessary? Can we afford to gamble with
our water supplies on the hope that problems will not emerge in the future?
Such issues are outside the scope of a technical report and must be addressed
by policy makers and the public at large.
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Notes
1. Louisiana is also experiencing salinity increases from
sea level rise (Haydl 1984).
2. The model is a deterministic, one-dimensional time-varying
model that simulates saltwater intrusion in the tidal system extending from
the head of tide at Trenton to the Atlantic Ocean. A one-dimensional model
was developed because the Delaware estuary is well mixed vertically, especially
in the tidal river above Delaware Bay~ and even the bay is vertically homogeneous
during low-flow periods when salinity intrusion is likely to be a problem.
The wellmixed character of this estuary is related to strong tidal currents
and shallow average depth. The normal range of tides at the mouth of the
bay varies from 3.95 feet in December to 4.3 feet in August. At the head
of the tidal river at Trenton, the tidal range varies...[remainder of note
garbled]
3. There are practical limits to the control of salinity
in the Delaware estuary by reservoir regulaton. Although it is recognized
that some recharge of aquifers by the estuary takes place seaward of mile
98--some as far down as the Delaware Memorial Bridge--it is not practical
to control salinity to provide drinking-water quality at all points along
the estuary where recharge occurs. On the other hand, regulation at any
point on the estuary, say at mlle 98, does provide some control of salinity
throughout the estuary.
4. A large fraction of citizens in New Orleans use bottled
water or purchase home distillers; the salt-intrusion problem in Louisiana
probably will continue to be more severe than that in the Delaware River
Basin.
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