| Cost,
public preference, and aggressive avian visitors influence
the choice of shoreline erosion protection.
By
Gene Dallaire
Holmes Lake
has a long history of various shoreline protection measures.
This United States Army Corps of Engineers reservoir
in Lincoln, NE, was created in the early 1960s when
a dam was constructed across a local stream to provide
flood protection. In recent decades, this small artificial
lake (2 mi. long x 1.5 mi. wide) has become an important
recreation site, the surrounding region being a park
for sunbathing, picnicking, softball, Frisbee, fishing,
and other activities.
In the past,
even though the lake has waves of only 3–6 in.
in height, the shore eroded rapidly in places (the shoreline
soil was a highly erodible wind-blown silt), creating
escarpments at some places along the shoreline as high
as 4 - 5 ft. The waves impinging at the base of these
escarpments would further erode the soil, eventually
causing the ground above to collapse. The soils on the
face of the escarpment would also be washed into the
lake, causing the water to become cloudy and the bottom
of the lake to silt up. The continued action of the
waves caused the shoreline to move landward typically
1–2 yd./yr., year after year, eating away at the
recreational parkland around the lake.
Gary Pierce,
director of the Pierce Cedar Creek Institute in Hastings,
MI, and an erosion-prevention consultant for Holmes
Lake in the early 1990s, enumerates the major reasons
the Holmes Lake erosion had to be stopped:
- Walkways,
lamps, and other infrastructure were in danger of
falling into the lake as erosion continued its insidious
advance.
- The lake
was becoming more and more shallow (less than 10 ft.
deep in most areas) as eroded soil silted up the lake,
not only making the lake less deep but burying lake-bottom
habitat and thereby reducing the fish population.
- The suspended
silt made the water less pleasant for swimming and
detracted from a "blue" appearance.
- The silt
in the water reduced sunlight penetration, which in
turn contributed to destruction of aquatic plant life.
Attempts
to Create a Marshland
In one park-bordered area along the shoreline, erosion
was cutting into a picnicking area, causing the 1-ft.-deep
escarpment along the shoreline to continue to move inward
each year. The first tried solution, Pierce says, was
to place a 3-ft.-wide strip of riprap (8- to 16-in.-diameter
stones) along the shoreline.
Recalling
the situation at Holmes Lake as it was in the early
1990s, Pierce says that the 400-ft.-long test section
of riprap along the shoreline worked well, eliminating
further erosion. Yet, he observes, environmentally conscious
citizens often do not like this solution. It can be
unsightly - not only the riprap itself but also the
wild grasses (impossible to mow) growing up through
it - and restricts people's access to the lake because
it is difficult to walk on, especially with bare feet.
Riprap can also damage canoes and other boats that are
dragged over it into and out of the water. It significantly
reduces animal habitat along the shoreline, although
in areas above the water line, vegetation often grows
up through the riprap (in the riprap wet zone, water
often washes out newly placed plant seeds, and wave
action beats down seedlings).
In 1990,
Pierce was part of a group headed by the Army Corps
of Engineers that attempted to find an alternative to
the traditional riprap approach to shoreline protection.
The aim was to find a natural way to prevent shoreline
erosion around Holmes Lake by establishing a natural
marsh along a 300-ft.-long test section of shoreline.
This test section had a 3-ft.-high escarpment that had
already been gouged out by wave action. The plan to
establish a natural marsh involved these steps:
- Establish
a 10-ft.-wide no-mow strip along the top of the escarpment
for the entire 300 ft. The roots of the grasses and
other plantings here, the planners believed, would
help stabilize the land side of the escarpment against
further erosion.
- Establish
on the lake side of the escarpment a 10-ft.-wide zone
for growing wetland grasses. This zone, which is alternately
submerged in shallow water (less than 18 in.) or dry
(depending on time of year), would likewise extend
for the full 300-ft.-long test section.
The wetland
grasses planted here - sedges (with leafless stems typically
6 ft. high); spike rushes (with leafless stems typically
a few inches high, establishing a grasslike carpet of
vegetation); and river bulrushes (with leafy stems typically
4 ft. high) - were gathered from a shoreline site along
the Missouri River about 70 mi. away because the planners
could not get permission to collect grasses from any
suitable wetlands closer to Lincoln.
 |
Why these
particular wetland plantings? As Pierce explains it,
the Holmes Lake planning group wanted to form in the
shallow water near the shoreline a dense cover of stems
and leaves to break the energy of the water's waves
and thus greatly reduce further erosion of the shoreline
escarpment - to create what he calls "a living
breakwater to break the water's energy." The stems
and blades of these marsh grasses provide frictional
resistance to incoming waves, thereby dissipating wave
energy before it reaches the shoreline. Water depths
must be under 18 in. for these aquatic plants to survive.
Such wave-energy
dissipation could best be achieved, Pierce believed,
by planting a mix of short and tall grasses. Further,
these sedges and rushes have dense rhizomes; that is,
they form a dense network of horizontal roots beneath
the ground surface that holds the soil in place.
As for the
10-ft.-wide no-mow zone on the land side of the escarpment,
the planners hoped that by not mowing the planted and
native grasses to be established there, their roots
would grow deeper and denser, retarding further collapse
of the escarpment.
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| Riding
ring part of the park in November 1967 |
Marshland
Nemesis: Canada Geese
The planning group encountered a major problem, however,
when first attempting to plant the marsh area: the presence
of nonmigratory Canada geese. These geese, found in
many areas of the US, constitute a severe obstacle in
trying to establish new marshes because they eat the
tops off newly growing plants and even pull them out
of the soil. (Ducks and carp also feed on new plantings
but to a lesser extent.) The geese are less of a problem
in well-established wetlands, which usually do not have
the long, clear openings geese need to land and take
off.
In an attempt
to prevent the geese from continuing with such destructive
activity, the Army Corps of Engineers first laid down
chicken wire on the surface of the ground where the
new plants were growing, hoping that the geese would
be reluctant to walk on it. This hope was quickly dashed.
Although hesitant at first, the geese quickly adapted
and before long were walking on the wire, once again
devouring the infant plants.
The next
measure to deal with the geese proved very effective.
Realizing that geese are rather ungainly creatures requiring
considerably clear areas in which to land and take off,
the corps constructed a simple string fence to break
up the 10-ft.-wide x 300-ft.-long test marsh area. The
fence consisted of 3-ft.-high wooden stakes driven into
the ground every 20 ft. Cotton string spanned the distance
between adjacent posts; three lines of string were used,
each fastened at a different height on the fence posts.
Overall the
fence was 300 ft. long, running along a line 10 ft.
out in the water and parallel to the shoreline escarpment.
Every 30 ft. a string ran perpendicularly from this
main fence to the shoreline escarpment. These transverse
fences served to break up the test planting area, preventing
the geese - which fly, Pierce explains, more like a
Boeing 747 than a helicopter - from landing and taking
off.
In sum, he
says, these simple, inexpensive string fences kept the
Canada geese out of the newly planted marshland, enabling
the plants to get established. Pierce believes that
the planners at Holmes Lake were among the first in
the US to use this technique. Until that time, Canada
geese had been a major obstacle to planting new marshlands
for shoreline protection not only at Holmes Lake but
in many other areas of the US.
This test marshland at Holmes Lake was planted in the
summer of 1990. According to Pierce, the newly planted
marsh vegetation grew well, formed a mature marsh, and
reduced the erosion of the shoreline escarpment to only
5 - 10% of what it had been.
Opting
for Spalls and Riprap
After the mid-1990s, however, the marshland approach
to protecting the shoreline of Holmes Lake was largely
abandoned. The string fence was removed, and the geese
returned to eat many of the marshland grasses. To protect
the escarpment from further erosion, the Lincoln Parks
and Recreation Department placed riprap at its base.
The only remnants of the original marshland were a few
grasses growing through the riprap.
Economic and social factors contributed to the change.
The Parks and Recreation Department, which maintains
Holmes Lake and surrounding parklands, took a different
view on the issue of engineered versus natural solutions
to lakeshore protection. For an urban lake such as Holmes
Lake - 5 mi. southeast of downtown Lincoln - the department
favored using small rocks (spalls) to protect against
shoreline erosion instead of trying to establish natural
marshes.
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| Beach
scene from June 1970 |
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| Sail
boating in 1967 |
Over a period
of several years, the Army Corps of Engineers and the
Parks and Recreation Department moved to protect the
shoreline of Holmes Lake in the areas of most severe
erosion by installing a protective blanket of spalls
(4- to 5-in.-diameter rock) along the shoreline. (Because
prevailing winds come from the southeast, wave action
and erosion are greatest on the northwest and north
shorelines.) The rock is too small to be called riprap
but too large for children to throw into the lake. Typically
the spall blanket running along the shoreline is 10
ft. wide and 6 - 8 in. thick. The water line is almost
always on this blanket, never below or above it. In
areas where there was an escarpment, it has been leveled
off with the spalls so that the escarpment is no longer
visible.
As Bob Willcuts
of the corps' Omaha District in Lincoln points out,
no filter fabric was placed on the ground before laying
down the spall blanket. Although it is possible for
some soil to wash out from underneath the stones as
a result of wave action, the situation is not critical.
Using filter fabric can add substantially to the cost
of a project. Consequently the corps tends to use its
three-layered solution of sand filter (or filter fabric),
spalls, and riprap only in structurally critical situations,
such as on a levee or on the upstream face of an earthen
dam.
In most cases
of protecting reservoir shorelines from erosion, Willcuts
points out, the corps lays down a blanket of spalls
with a layer of riprap on top. Why the need for the
riprap? Willcuts explains that the extra layer is usually
needed to provide protection against wave action and
to prevent the smaller 4- to 5-in.-diameter stones comprising
the spall blanket from eventually washing back into
the lake. Willcuts believes the riprap layer was omitted
at Holmes Lake because it is an urban lake used by many
people and the riprap would have made access to the
water more difficult. Yet there is a risk that much
of the spall blanket at Holmes Lake will eventually
get washed into the lake. Actually, Willcuts says, in
most reservoir shoreline protection installations, the
corps installs one pass of graded riprap - a mixture
of small, medium, and large rocks. It would add substantially
to the cost to first lay the small rock, then the medium,
and so on.
According
to Willcuts, the grayish-white spalls for Homes Lake
came from a limestone quarry about 50 mi. from Lincoln.
The cost was $8.00 - $8.50/ton, but delivery to the
Holmes Lake construction site increased that to a total
delivered cost of about $16/ton. If a quarry is more
than 50 mi. from the construction site, transportation
costs can far exceed the cost of the rock itself. The
placement cost is typically $100/hr. for one man and
his front-end loader.
After the
changes, the Parks and Recreation Department was able
to mow the grass of the surrounding parkland right up
to the spall blanket, important in giving this recreational
complex a manicured look. The spalls on the lower part
of the blanket became covered with sediment, which recreational
fishermen welcome because they do not like walking on
the spalls.
Although
the department did not object in general to using the
marshland approach to control shoreline erosion, some
planners believe it is more suitably applied to lakes
in rural settings - not to urban lakes such as Holmes.
Thousands of people drive by this urban lake daily,
so aesthetics is very important. The high grasses of
the natural marshland obstruct the view of the lake
and have an unkempt, unmanicured look, but the spalls
provide a much cleaner look.
As the earlier
Holmes Lake experience shows, new marshlands require
considerable maintenance and protection until they become
established, but even when the grasses are well established,
they can be adversely affected by drought and heat.
And wave action can still continue to cause some erosion.
In addition, mature marshlands attract species, such
as geese, that can be a real nuisance to recreational
users of the lake-park complex - devouring the blue
grasses on adjacent golf courses and baseball fields
and leaving their droppings along concrete walkways
and bike paths, picnic tables, and the marina. As a
department employee notes, "One thousand geese
can devour a ball field overnight." At one point,
the department became home for a specially trained Border
Collie named Shep, whose major task was to stand guard
and chase away geese from park areas. Further, as the
corps' Willcuts points out, Canada geese often foul
the lake water with their droppings, resulting in rising
coliform levels and the closing of lake waters to swimming.
To prevent
the spall blanket from hindering recreational users'
access to the lake, the Parks and Recreation Department
provided special access areas. For example, during the
summer, the city cleared a 12-ft.-wide path through
the spall blanket to enable people to pull their jet
skis over a muddy ground rather than over spalls. To
spare winter ice skaters the agony of walking on a spall
blanket with skates on, the department constructed iron
steps coated with a rubber surface, over which skaters
can readily walk to the lake.
Gene
Dallaire is a former feature article writer for Chemical
Engineering and Civil Engineering magazines.
He currently teaches history at Lansing Community College
in Michigan.
EC
- January/February 2004 |