Coastal Forum
Tailoring
Local Responses to Rising Sea Level:
A Suggestion for Long Island, NY
By
Henry Bokuniewicz
School of Marine and Atmospheric Sciences
Stony Brook University
Stony Brook, New York 11794-5000
CHOOSING
A RESPONSE to shore erosion due to a rise in relative sea level
is a dilemma compounded by at least four levels of accumulated
uncertainty. The recent increase in the atmospheric "greenhouse"
gases is well documented, but the evidence for a concomitant global
warming may be less compelling.7 Anticipated climatic
changes are reasonable but uncertain in detail and reliant on
the confidence placed in complicated climatic models. Convincing
evidence is not yet available for a global acceleration in the
rate of sea level rise, but the risk is widely recognized.2 Forecasts
of a rise in sea level require a second level of model predictions
to be built on the climatic models. If the rate of coastal submergence
should dramatically increase in the near future, the response
of the shoreline is the subject of yet a third layer of models
that are largely empirical and sitespecific. Finally, choosing
a viable response relies on a fourth level of prediction, a forecast
of how the shoreline will respond to a wide range of possible
human actions.
The uncertainty
can be debilitating, yet the potential risks are so high, the
costs of an effective response so great and the time required
to implement a coordinated effort is so long that the problem
deserves attention even while work continues to establish confidence
in long-range predictions. The broad range of strategies for coping
with this threat has been reviewed, 2 but appropriate, regional
tactics need to be adopted. Ideally, the regional tactics should
not require any great, immediate departure from any well-founded,
existing policies and, given the level of uncertainty, they should
not demand an irreversible commitment at this time. Action at
the regional level should be begun now but must be proportionate
to the uncertainty in the prediction of future sea level rise
and the shoreline response. The commitment should be a gradual
one and fairly predictable for very long periods.
Retreat from
the present shoreline is one extreme response to rising sea level.
Deserting the shoreline incurs little or no expenses, although
the costs in abandoned property and facilities could be large;
relocating at a more landward position may require installing
or expanding the infrastructure to accommodate the new population.
Holding the shoreline by structures or beach nourishment lies
at the other extreme. The technology is available, as demonstrated
by the successes of the Netherlands and elsewhere, but the initial
expense and continuing commitment to maintenance would be immense.
In addition, the cost of holding the fastland could include the
loss of wetlands and beaches unless these too were artificially
maintained.
Each strategy
has an appropriate application. Tenaciously holding the shoreline
has been the economically defensible choice along urban, heavily
developed coasts and ports. Unabashed retreat has been a responsible
tactic along some undeveloped coasts especially parkland. Most
of the coastline, however, falls somewhere in between these two
categories and, as a result, a compromise strategy of orderly
withdrawal behind defensible positions may be required. The coastal
lagoons along the south shore of Long Island might be considered
to illustrate the point.
Great South
Bay is the largest of a series of coastal lagoons along Long Island's
south shore. It's about 63 km long and 10 km across at its widest
point, with a median depth of about 1 meter. The north shore of
the bay is fairly well developed. The slope of the bay's north
shore is about 0.002, so the present rate of relative sea level
rise of about 3 mm/ yr would push the shoreline landward at a
rate of 1.5 m/yr by passive submergence.3
The barrier
island, Fire Island, is relatively lightly developed. There are
no paved roads on most of the island and access to Fire Island's
twenty communities is almost entirely by ferries. These communities
are clusters of primarily seasonal, one or two story, wooden houses
separated by stretches of undeveloped coast, part of which is
National Seashore.
Over the last
few thousand years, the barrier island has been migrating landward
across the shelf. Its progress, however, has not necessarily been
one of gradual and continuous rollover. There is some evidence
that the island has been drowned in place at some time in the
past and reformed, or "jumped" at a more landward position.6
Comparisons of maps and aerial photographs over a century suggests
recession rates of several feet per year near the inlets at either
end of the island but a stable, or slightly accreting, beach along
the central stretch of the island.4 Severe, unpredictably localized
storm erosion poses a constant threat, however. During a hurricane
in 1938, 22% of the houses on the island were reported lost. Individual
or community efforts to protect shoreline property are common.
Such measures include bulkheads, small groins, sandbags, dune
fencing and beach scraping. There are no large rock groins or
revetments in part because of the expense of supplying such materials
to the site. In the face of rising sea level, the frequency of
storm-induced erosion damage should be expected to increase and
any chronic recession will be more rapid but the future severity
of the problem is unknown except in these general, qualitative
terms.
The local
management approach for this situation could have two primary
goals: (a) hold the position of the north shore of the bay and
(b) maintain the integrity of the barrier island.
About 33%
of the north shore of the bay is already bulkheaded. In the face
of rising sea level, it is conceivable that the north shore will
eventually be completely bulkheaded, diked, or otherwise protected
given the degree of existing development in the area. These measures
are effective because of the regional protection provided by the
bay and barrier island. Furthermore, they are not prohibitively
expensive to either local governments or individual property owners.
As long as this option is available, it seems reasonable to assume
that it will continue to be employed effectively. Over many decades,
beaches and marshland along the north bay shore would be squeezed
out as the shoreline everywhere reached the artificial barriers.
The region's principal recreational beaches, however, are already
on the barrier island and new marshland in the bay could be created.
Large scale
public works projects would not need to be implemented on the
north shore until the bay had risen to a level on the barriers
so that freshwater drainage and seawater seepage landward of the
barriers became a problem. As sea level rises above the land level
behind the north bay-shore barriers, about 350 million cubic meters
of fresh water will have to be discharged to the sea per year.
The windmills of the Netherlands began doing this type of job
in the fifteenth century and, of course, pumping systems for coastal
drainage continue to be an integral part of the Netherlands defenses.
Relatively inexpensive but effective protection is possible on
the bay's north shore only while the bay and barrier island continue
to exist. As a result, maintaining the integrity of the barrier
is the second objective. This objective does not preclude individual
or community efforts specifically to protect structures but neither
does it require such protection be done as public works. On the
other hand, letting nature take its course would not be sufficient.
The integrity of the barrier could be lost for long intervals
by prevalent breaching or drowning of the barrier. Historically,
new inlets have apparently survived for decades before closing
naturally.4 Initial tactics would at least require that breaches
be closed and beach nourishment could also be done to forestall
the formation of new inlets. Such operations are routinely done
on a case-by-case basis today but contingency plans could be developed
now to make future work more economical. This approach would be
designed to preserve the barrier for decades but would not necessarily
preserve existing structures or even necessarily keep the barrier
in its same position.
If sea level
continues to rise, the offshore gradient would steepen and artificially
maintaining the barrier in its present position would become more
and more costly. For this reason, landward migration by controlled
rollover or managed jumps would be preferred. This might be done
at first by pre-emptive beach nourishment on the bay shore of
the barrier island. It seems that such man-made rollover has already
happened on Jones Island, immediately to the west of Fire Island,
where the bay shoreline of the barrier island was filled in order
to construct a roadway in the 1930's'. 8 The process of landward
migration might eventually be better controlled by the construction
of artificial reefs along the bay shore of the barrier. Their
function would not be to dissipate ocean wave energy, the barrier
island would still be relied upon for that, but rather to serve
as traps for sand to build up the bay shore and armor the barrier
against breaching outward from the bay to the ocean. A recent
breach at nearby Moriches Inlet was cut initially by bay water
rushing seaward over the barrier and the measures used to close
the breach included armoring the bay shore. Bayside structures
could also be designed to promote the growth of wetlands as replacements
for marshland lost at the north shore of the bay.
Since the
interior reefs would not be intended to stand up to the brunt
of ocean waves, they could be much less substantial than ocean
breakwaters and might even be constructed with stabilized fly
ash from incinerators.1 Demonstration projects have
been done using stabilized fly ash to construct offshore fishing
reefs in the ocean. The material is stable in the marine environment
and any contaminants bound in the ash do not leach into the seawater
or otherwise pose an environmental threat. Garbage incinerators
on Long Island produce about 900,000 tons of ash per year as a
waste produce; after preprocessing to remove ferrous metal about
630,000 tons could be used as an aggregate substitute to construct
a section of reef 4 meters high, 10 meters wide and 5 kilometers
long every year.1 The entire interior shore of the
barrier could be reinforced in 12 years at this rate.
If the future
rate of sea level rise becomes about 1cm/yr, the barrier island
might be managed to migrate at rates of 100 to 200 meters per
century. A gradual decrease of bay area would also be unavoidable
with this strategy but the rate at which it shrinks would be extremely
slow. Some bay environment could be preserved for a millennium.
The bay's clamming industry would begin to diminish proportionately
and it might be appropriate to include in the management strategy
a shift to mariculture using either the endemic species or perhaps
other, more suitable species. Mariculture may not be economical
at present5 but could become cost effective as the habitat changes.
The loss of
private property on the barrier is also inevitable if the rate
of sea level rise accelerates. A policy of beach nourishment to
preserve the integrity of the barrier would help to preserve this
property for many decades. In the long term, however, the barrier
would move out from under existing property lines. Although there
will always be a special risk to living on the barrier island,
there would be no inherent reason why properly constructed seasonal
houses could not continue to be allowed. Some development increases
the value of the barrier as a recreational resource. The landward
migration might be controlled in a series of jumps, say every
50 years. Land on the island could be leased for private use with
the terms of the lease corresponding to the period of stability
between the controlled changes in the island's position. Land-lease
arrangements already exist in four communities on the barrier
to the west of Fire Island although, admittedly, the situation
is controversial.
The suggested
long-term regional tactics are summarized in Figure 1. Such first
steps would be to allow, or even encourage, well designed shore
protection on the bay's north shore, and to develop an institutional
commitment to maintaining the barrier island including contingency
plans for beach nourishment during crises. Sources of sand must
be identified, equipment be made readily available, funding mechanisms
must be developed, and institutional arrangements must be made
ahead of time to allow emergency work to proceed in a timely,
and therefore cost effective, manner following crises. As this
is done the design of future tactics outlined here could be pursued.
Whatever approaches are adopted, however, more attention needs
to be given now to tailoring the array of possible responses to
regional conditions.
REFERENCES
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Chesner
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Giese,
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McHugh,
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