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Worldwide,
the shipping channels of working rivers are being deepened.
The erosion control industry is responding to concerns
about legacy contaminants, sediment budgets, and endangered
species with a whole new breed of erosion and sediment
control best management practices.
By
Martha S. Mitchell
Around the
world, port districts are deepening shipping channels
to accommodate global trade and its new international
unit of measure: the container. The prospect of dredging
brings up many questions related to erosion. Will turbidity
increase? What will be the effects on aquatic life,
shorelines, and river bottoms? Will contaminated sediments
be disturbed? How can they be stabilized? Where and
how will the sediments be disposed? In today's
regulatory environment, river dredging projects require
much forethought and planning, and they rely on a unique
set of best management practices (BMPs) to meet goals
for protection of water quality, fish, and wildlife.
The deep-draft
ships that transport modular cargoes are fuel-efficient
and can be operated by small crews. Some are as long
as five city blocks and draw 40 ft. or more. They haul
grains, logs, and raw minerals; cars, clothing, and
myriad other manufactured items. They can be loaded
and unloaded quickly. One large container ship can do
the work of 100 barges, 1,500 railcars, or 6,000 semi-trucks,
and its cargo can be transferred to these other modes
of transport without being unpacked. In short, these
superships are here to stay, and most port districts
are deepening channels that already are artificially
deep to take advantage of the several nested economies
the container ships provide.
A Historical
Perspective
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| Animation
of a clamshell bucket dredge |
Water transport
has long been the cheapest means of moving raw materials
to processing plants and finished goods to market. It
is no wonder that the world's great cities have flourished
on the banks of large, working rivers. In a thriving
port city, as much as half the region's economic activity
might stem from the receipt, break in bulk, and reshipping
of materials and goods through the port. Railroads,
freeways, highways, waterways, and air routes radiate
from water ports like the spokes of a bicycle wheel.
These ancillary transportation systems allow raw materials
to flow to industrial centers and allow manufactured
goods to flow to markets near and far.
Anyone who
has lived for long in a city with a working harbor has
seen the port undergoing continual growth and change
in response to dynamic market forces. Turning basins
are enlarged, terminals are added, docks are retrofitted,
and waterways are reconfigured to accommodate ever-larger
vessels. Such improvements have been going on in North
America since the days when the kilt-clad boatmen of
The Hudson's Bay Company paddled pirogues up and
down the streams of the New World. Snagging was among
the earliest river channel improvements. This practice
involved yanking or dynamiting logjamssometimes
miles long and scores of feet deepfrom river channels
to make way for vessels. The bedrock of riffle sections
was blasted to improve the gradients of commercially
used rivers. Shoals and shallow channels were dredged,
then dredged again.
Today, working
rivers worldwide are being retrofitted so that ships
with four-story drafts can navigate them and maneuver
their 1,000-ft. hulls to berthing areas for servicingnot
by swarms of stevedores packing grain sacks on their
backs but by lone crane operators hoisting modular boxes
from deck to wharf. Yet the prospect of deepening channels
by just a few feet raises a host of questions about
the environmental impacts of dredging and what can be
done to avoid or lessen them.
To answer
these questions, project planners first need to get
a handle on the nature of sediments that will be moved
by dredging, particularly their size and quality. These
variables will influence the equipment and materials
they will select for the job, the design of the project,
and its schedule and phasing.
Sediment
Size
Different
sediment sizes are likely to be present along the shipping
route between the ocean and the berthing area. The transition
zone between the open ocean and a bay or river mouth
is commonly a dynamic zone subject to complex patterns
of longshore drift and bedload deposition. Here, sediments
are likely to be sand-size. Closer to shore, the sands
of barrier bars might be somewhat coarser, reflecting
the higher-energy current and wave environments in which
they form. The sediments of inland waterways tend to
be finer, reflecting a lower-energy sediment transport
environment. Harbors and berthing areas, being protected
from direct ocean energies and river currents, tend
to be sediment deposition environments. Here, fine materials
settle out of the water column. The coarser materials
being transported as river bedload also might come to
rest in the quiescent water of the harbor.
A large dredging
project that will deepen a shipping channel from ocean
to berthing area is likely to require a range of different
dredging equipment to handle the different sediments.
Various hydraulic dredges can operate with their cutting
heads submerged in bottom sediments, thus minimizing
turbidity generated by the dredging disturbance. Dipper
and clamshell dredges might be capable of handling coarse
sediments with little loss as material is excavated
from the channel bottom and brought up to barges. For
each setting, equipment needs to be carefully selected
for the size of sediments to be handled and the distance
and rate at which the sediments need to be moved.
Sediment
Quality
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| Dredges,
such as the Yaquina on the Columbia River,
work year-round to keep shipping channels open for
deep-draft trade vessels from around the world. |
Sediment
quality is a critical factor affecting the selection
of dredging equipment as well as the means of its disposal.
Legacy contaminants from past agricultural, industrial,
stormwater, and sewerage practices have become topics
of concern regarding the dredging of working rivers.
In fact, they have put a bright spotlight on many of
today's river dredging proposals. Preproject sediment
studies are increasingly required, and permit applications
receive wide review.
A number
of concerns surface here: (1) the potential for resuspension
of contaminated sediments, (2) the exposure risks to
both people and wildlife in dredged areas, and (3) the
exposure risks to people and wildlife at dredge spoil
disposal sites. Contaminants of concern include metals,
nutrients, and various organic compounds. Among the
metals of concern are nickel, lead, zinc, mercury, and
iron. Nutrients, whose uptake by aquatic plants can
result in algal blooms and subsequent eutrophication,
include nitrogen, phosphorous, and ammonia. The organic
compounds, such as DDT, PCBs, and PAHs, are of concern
because they bioaccumulate and, as a result, pose hazards
to organisms that are highest in their food chain, including
people. Thus, proposed dredging can open up a Pandora's
box of issues; for example potential conflict with local
total maximum daily load standards and with the Clean
Water and Endangered Species Acts.
There do
not appear to be any standard approaches for addressing
contaminated sediments in proposed dredging projects.
This is because each setting is unique with respect
to the individual contaminants, their concentration
and extent, the nature of the sediments involved, the
river biota and water chemistry, and the dynamics of
flow and sediment transport. In some cases, years of
tests must be undertaken to arrive at scientifically
sound conclusions about risk.
Dredging
BMPs
Despite these
uncertainties, the erosion and sediment control industry
has been developing BMPs for dredging. Administrative
BMPs focus on informed and interdisciplinary planning,
scheduling, and phasing. These practices seek to carry
out the work at least-sensitive times of year for biota
of concern or to take advantage of diurnal or seasonal
conditions during which dredging can be accomplished
with least disturbance to habitats and water quality.
Selected administrative BMPs are summarized in Table
1.
Table
1. Selected Administrative BMPs for Dredging
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Conditions
of Concern
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Administrative
BMPs for Avoiding Conditions of Concern
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Project
is prolonged by discovery of additional sediment
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- Precede
dredging with a bathymetric survey.
- Have
a clear understanding of the hydrodynamics of
the dredge site.
- Carry
out or refer to sediment-quality survey so that
the extent and depth of contaminated sediments
is known before the project begins.
- Count
on extent and depth of contaminated sediments
being more extensive than the survey reports.
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The
project cannot be completed during a favorable
work window
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- If
all of the sediments cannot be removed within
the work window prescribed, plan for this by
phasing the project.
- Stabilize
Phase I of the dredged area before the work
window ends or before the onset of freezing
conditions. Stabilization commonly entails placement
of large sediments ("subaqueous capping")
that will be resistant to the tractive forces
of worst-case flows expected for the site.
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Handling
the sediments takes longer than expected
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- Require
rate and motion analysis as part of the bid
proposal.
- Employ
equipment capable of handing the sediments efficiently,
without spills or leakage.
- Make
certain that pumping or barge systems are adequate
to haul or remove materials at the rate they
are dredged.
- Disposal
sites should be preauthorized and should be
larger than what is expected to be needed.
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Equipment
breaks down, causing sediment spills or leakage
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- Prequalify
both contractor and equipment.
- Make
certain that bids contain adequate budgets for
safety, maintenance, erosion control materials,
installation of erosion or turbidity control
measures, and maintenance of those measures.
- Backup
equipment and replacement parts should be available.
- Regular
equipment maintenance and inspection should
be done and recorded.
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|
There
is a potential for sediment to degrade aquatic
habitats or sensitive species
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- Dredge
only during seasons when sensitive species or
life phases are not present.
- Dredge
on the incoming tide.
- Select
equipment appropriate for the sediment sizes
to be handled.
- Use
barriers and other methods to separate sediments
from surroundings (see Table 2).
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Currents,
wind, waves, and wakes disturb dredging or transport
operations
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- Hydrodynamics
of both the surface and subsurface should be
well understood before project startup, and
equipment should be selected that can operate
effectively in these conditions.
- Bids
should contain a section addressing worst-case
scenarios, and contractors should state clearly
how they will prepare for and respond to each
of the potential conditions.
- Specify
stop-work conditions in the contract.
- Plan
for project or phase to be completed and stabilized
by the onset of river freezing conditions or
the end of the work window.
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|
Incentives
to achieve environmental targets
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- Provide
contractors with experienced mentors for collaboration
and planning support.
- Assign
a dredging inspector to the project.
- Require
frequent written reports with photo documentation
and lab reports.
- Pay
in installments related to sediment volumes
handled without mishap.
- Pay
bonuses for environmental protections achieved.
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In-water
practices focus on creating a separation between the
dredged material and surrounding subaqueous environments.
Selected in-water BMPs are shown in Table 2.
Table
2. BMPs for Dredging and Disposal
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Conditions
of Concern
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BMP
to Avoid
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|
Clamshell
or bucket leaks sediment or sediment-laden water
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- Use
sealing buckets or clamshells that close tightly.
- Use
equipment appropriate to handle the size of
sediment being dredged.
- Install
sediment curtains or other barrier or containment
system around the work area to reduce currents
and reduce the escape of suspended sediments.
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|
Dredging
produces an unacceptable level of suspended sediments
at disturbance site
|
- Coffer
work areas where possible, or use a tremie system.
- Use
a hydraulic dredge that sucks dredged material
to a barge or a protected shoreline disposal
area.
- Use
a hydraulic cutterhead dredge that operates
below the channel surface.
- Dredge
during the incoming tide.
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|
Barge
drainage creates turbid conditions
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- Use
watertight barges and drain sediments at protected
disposal site.
- Shunt
drain water from barge to an area low in the
water column; use diffusers to release drain
water if necessary.
- Pump
drain water to settling facility and decant
clear water.
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|
High
flow conditions are likely to erode exposed channel
sediments
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- Cap
exposed sediments with larger sediments capable
of resisting the tractive forces of high flows.
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Sediment-laded
drainage from dredge spoils disposed on land runs
off to the river
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- Provide
temporary berm, sediment fence, or other measure
to allow infiltration and/or filtering of drain
water before it runs off to the river.
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Sediment
Disposal
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| Almost
universally, the earliest efforts to improve large
rivers for commerce involved removal of shoals and
wood jams. |
Beach nourishment,
or the placement of dredged sand in the wave zone at
river margins, counteracts shoreline erosion accelerated
by the rolling breakers that rush to shore in the wakes
of ships. The buffer of sand cushions the shoreline
and back-beach vegetation from the erosive energy of
the higher and more frequent waves generated by the
passing vessels. It also provides a recreational resourcea
wide sandy beachthat might not have been present
before. Thus, disposal sites often are valued recreation
resources.
Such artificial
beaches generally need to be replaced annually or biannually.
Specific points along the shore are strategically selected
as disposal sites for sediments generated through regular
channel maintenance. When the beach can be augmented
with coarse dredged materials, such as fine gravel,
wave energy might not be capable of moving the sediments
as quickly as sand, and less frequent nourishment might
be needed. In any event, the sediments of the beach
remain in the sediment budget of the river, a condition
increasingly favored by scientists who study the relations
between riverine habitats and bedload transport.
Sediment
is frequently transferred to the shore as a slurry in
a pipeline. Care must be taken to filter the runoff
before it reenters the river. This is usually done by
confining the dewatering load behind a temporary dike
or by means of sediment fencing or curtains. Upland
placement is becoming more rare because available river-margin
sites are becoming scarce along dredged working rivers.
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| Container
ships have created a need for deeper shipping channels
to enable deep-draft vessels to call at inland ports. |
In-water
disposal of sediments is very common. This entails the
release of dredged materials into bottom currents. This
disposal technique is sometimes referred to as flow
lane disposal or in-water disposal. In sand-bedded
rivers, the released sediments are expected fall to
the channel bottom fairly close to the point at which
they were released. From here, they will continue to
be transported by flows of varying stages. Dredged sediments
also are frequently released into the open ocean. In
both instances, releases are preceded by biological
evaluations to ascertain that species or habitats of
concern will not be affected and that shoaling will
not create safety problems.
In autumn,
when flows in the lower Columbia River are at their
lowest, a person can walk for miles along sandy beaches
composed of dredge spoils. Here, where eagles wheel
over the mile-wide river and the air is heavy with the
scent of cottonwood, it is easy to forget that this
river looks nothing like it did before dredging began
almost a century and a half ago. A stranger here would
not guess that an international port city lies just
upriver. But in a little while, the thrum of powerful
engines overtakes the small, chirping, lapping sounds
of the river and the hull of a container ship glides
into view. People on the beach stop what they are doing
to look up in awe at the behemoth vessel. It takes long
minutes to pass, finally sending huge breakers crashing
up the beach.
As the sun
dips westward, people begin to straggle up the beach
to their cars. They will drive along the peaceful levee
road until it joins the blacktop and then the highway.
On their way into the bustling city they will pass rail
yards, refineries, shipping terminals, grain elevators,
log decks, warehouses, and truckloads of imported cars.
They make their way home as the lights begin to glitter
in the office towers and on the bridges, not thinking
that this settled and prosperous place has anything
to do with maintaining a deep notch in a shallow channel
that wends among islands of drifting sand.
References
Associated
Press and Shannon McCaffrey. "EPA supports controversial
Hudson River dredging," www.enn.com/news/wire-stories/2000/12/12062000/ap_hudson_40621.asp?site=email.
December 6, 2000.
Columbia
River Channel Coalition. The Columbia River Channel
Deepening Project, www.channeldeepening.com.
Courier-Post.
"Look to Hudson project for dredging," www.southjerseynews.com/river/o083001a.htm.
August 30, 2001.
Courier-Post.
"Major Pollutants in the Delaware River,"
www.southjerseynews.com/river/toxin.html.
No date.
Hajna,
Lawrence R. "Fighting on new pollution front."
Courier-Post, www.southjerseynews.com/river/toxinside.html.
No date.
Katers,
Rebecca Leighton. "Fox River Dredging Experiences."
Fox River Watch, www.foxriverwatch.com/dredging_fox_river_pcbs.html.
No date.
McMaster
University. "Water Quality and Sediment Remediation,"
www.science.mcmaster.ca/Biology/Harbor/RESTOR/SEDIMENT.htm.
Accessed July 11, 2002 (no longer available).
National
Marine Fisheries Service and US Fish and Wildlife Service.
"Columbia River Channel Improvements Project Executive
Summary of the Biological Opinions." May 20, 2002.
US
Department of the Interior, Geological Survey. USGS
Suction Dredge Study. Fact Sheet FS-154-97. October
1997.
US
Army Corps of Engineers, Portland District. Columbia
River 43-Ft Navigation Channel Deepening Sedimentation
Impacts Analysis, Draft, www.nwp.usace.army.mil/issues/crcip/Sediment/impact.pdf.
June 2002.
US
Army Corps of Engineers. "Building and maintaining
our underwater highways," www.nap.usace.army.mil/dredge/d1.htm.
No date.
US
Environmental Protection Agency, Region 2 Water, www.epa.gov/region02/water/dredge/types.htm.
US
Environmental Protection Agency. Portland Harbor Superfund
Fact Sheets. October 16, 2001.
US
Environmental Protection Agency, Superfund Site Assessment
Branch, Division of Health Assessment and Consultation,
Agency for Toxic Substances and Disease Registry. Public
Health Assessment: Portland Harbor, Portland, Multnomah
County, OR. February 19, 2002.
Willamette
Riverkeeper. Citizen's Guide to the Willamette River
Portland Harbor Cleanup: A Public Challenge, www.willamette-riverkeeper.org/programs/rdp.html.
2002.
Frequent
contributor Martha S. Mitchell, CPESC, is principal
of ClearWater West Inc. (www.clearwaterwest.com),
a natural resources consulting firm in Portland, OR.
EC
- November/December 2002
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