| LakeOntarioRiparianAlliance |
Grassroots
Public Advocacy For The Protection, Restoration And Conservation Of
Great Lakes Beaches And Riparian Property |
Stone Revetments...Frequently Asked Questions
Why Choose A Stone Revetment?
Will A Stone Revetment Destroy My Beach?
Why Do Stone Revetments Fail?
What Is Slope And Why Is It Important?
What Size & How Much Stone Do I Need?
Do I Need To Use Filter Cloth?
How High Should The Revetment Be Built?
Are There Disadvantages To
Building A Stone Revetment?
How Much
Does A Revetment Cost?
Why Choose A
Stone (Rubble Mound) Revetment?
Stone revetments have many
advantages over other methods of erosion protection. In fact, the Corps Of
Engineers says, in their Help Yourself guide that, stone revetments are the most
effective structure for absorbing wave energy. Stone revetments do this by
dissipating wave energy over their many irregular surfaces.
Stone revetments also reduce wave scour and rebound which are the major
causes of erosion control structure failure by allowing waves to "run-up" part
of the structure and deplete their energy. The more solid the structure, such as
in bulkheads, seas walls or even gabions, the more energy is created as waves
crash into the solid structure.
As waves hit solid structures their energy is deflected rather than absorbed.
This means some of the wave energy is pushed down and scours the material from
in front of the structure. Rebound, then moves the scoured material away from
the toe of the structure causing the lakeward tilt so common in solid
structures. Eventually, the structure falls forward or moves into a
configuration which no longer protects.
Stone revetments are also the most economical and quickest to install of all
of the methods of erosion control. They are easier to maintain and can settle
with little or no affect on their protection value.
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Won't A Stone
Revetment Cause Me To Lose My Beach?
Only if it is designed or
installed improperly. First we need to understand that a row or two of large 5-8
ton stones, placed in a line is not a revetment. A pile of stone dropped over
the bank from the back of a dump truck is not a revetment. A bulldozed pile of
beach stone is not a revetment. A half dozen loads of field stone from a farmers
hedge row is not a revetment.
A stone revetment is an organized placement of properly sized stone, on the
proper slope, placed on a prepared grade, with adequate toe protection, a
trenched "key" that is at or below the low water line, is built to a calculated
design height and all sits on the proper type of filter cloth.
A common belief, reinforced by the many, many failed attempts at erosion
control is that stone doesn't work and that their is never a beach in front of
stone erosion control structures. All one has to do is walk the shoreline to see
stone structures that have fallen into the lake, removed the protective beach
and no longer functions as any meaningful protection.
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Generally, stone
structures fail for three reasons....
1) The stone is placed on too
steep of a slope or no slope at all, as in the case of "rows" of stone. This
type of placement reduces or eliminates the energy absorbing run-up and
increases scour and rebound. Too severe a slope also causes gravity to work in
two directions, vertically and forward. A gentler slope means the more of the
weight of the stone is being forced down onto the stone below it.
2) Improper or no filter cloth. Not using a filter cloth, which was very
common until recently, means the beach material that the stone sits on is more
prone to being dislodged or washed away. When this foundation material is lost,
the stone moves too far out of the design configuration to provide maximum
protection. Improper filter cloth can also not let water through it, fail to
trap sediment or decompose. Filter cloth also helps distribute the entire
revetment weight more evenly.
3) Improper stone and/or stone size is another common reason for failure. Not
only do you need carefully calculated stone size, as determined by weight, you
need a certain volume. In revetments with a steep slope and minimal lakeward
intrusion, which is encouraged by State and Federal regulations, it is often
impossible to get the proper tons per ft. volume needed to provide a lasting
structure.
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What Do You Mean By
Slope?

Slope is the vertical "rise"
(height) as compared to the horizontal "run" (distance). A 1 on 2 slope rises 1
ft. for every 2 ft in length and is steeper than a 1 on 3 slope which rises 1
ft. for every 3 ft of distance.
Draw a triangle, to scale, that
is 6 ft. high and 12 ft long on the bottom. Now draw the same 6 ft. high only
make the bottom 18 ft long. You'll notice that the slope and the volume of the
triangle changes greatly. Since the design height, (the 6 ft ) is the same in
both, the longer the lakeward intrusion (the 12 ft or 18 ft) bottom is the more
volume there is for the stone and the gentler the slope is for stability and
wave dissipation.
In fact, the proper revetment
slope encourages rather beach building rather than beach removal by allowing
wave to push material from the lake into an then onto the revetment, actually
elevating and stabilizing the beach.
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What Size Do The
Rocks Have To Be And How Much Rock Will I Need?
In order to determine
the size and number of tons per ft. that are required, you first need to
determine what the water depth is 50 ft. off shore. Deeper water depths mean
that more wave energy is able to reach shore. Shallower depths mean that wave
energy is dissipated faster as waves are forced to "trip" or break in nearshore
shallows.
The U.S. Army Corps of Engineers has determined, as referenced in their "Help
Yourself" discussion of erosion problems on the Great Lakes, that a depth of 2-4
ft., 50 ft. off shore requires app. 1.89 tons per running foot. Water depths of
5-6 ft. require app. 4.95 tons and depths of 7-8 ft. need app. 7.36 tons per
foot. 
Stone size needs to vary between app. 200 and 5,000 pounds and a
mix of sizes means that their will be more and multiple
surfaces to dissipate wave energy. In general we have found that app. 3 tons per
lineal ft of stone is adequate for most South shore private property
projects. This would mean that an 80ft wide property would need about 240 tons
for lake ward face of the revetment. Right and left flanks (areas where
revetment ties back to shore) may require a "slight" amount of additional
material depending on whether or not you would be tying into adjacent property
protection.
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Do I Need To Use A
Filter Cloth?
YES! Using the proper filter cloth is crucial to
achieving a stable long lasting revetment. Not only does the cloth help
distribute weight and prevent settling, it also helps retain sediment by
allowing water to pass through it while retaining sand, gravel and beach
material.
How High Should I
Build The Revetment?
To calculate the design height of the revetment
you must consider "3" important variables. The first number is the depth of
water 50 ft. off shore. The second is the expected increase in lake levels. The
third is the storm setup value.

These variables can be determined from reference materials that are available
from various sources such as you local Corps Of Engineers Offices, your State
Dept of Natural Resource/Conservation or on-line via the internet.
Basically, it works like this. A dept of 4 ft. 50 ft off shore along with a
predicted level fluctuation of +2 ft and a storm setup value of 1 ft would mean
an app. design height of 7 ft. This was arrived at by adding all three variable
together.
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Are There Any
Disadvantages To A Stone Revetment?
None that can't be overcome!
Actually, besides the fact that access with heavy equipment is needed and that
stone is not always readily available nearby, most objections people have with
stone revetments falls into two categories, the way they envision them looking
and the way they believe they will limit access to the beach.
As for looks, properly sloped revetments most often cover themselves, from
the beach level, due to wave energy depositing material on them. The top of the
revetment can be blended into the bank or bluff and plants may even be able to
be established over the top edge of the stone by covering some of the stone with
soil. This could mean only a 2 -3 ft section of the stone would be visible
Access to the beach, something most people with erosion problems already have
difficulty with, can be overcome by placement of flat stones, within the
revetment, to act as stairs or steps.
When you consider that properly designed and installed stone revetments are,
by far, the most economical and functional form of erosion control, and have
almost no disadvantages, that cannot be easily overcome, the stone revetment is
a wise choice.
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How Much Does A Revetment Cost?
Revetment costs
are dependent on several
factors. The amount of material needed, the cost of material, the cost of
trucking to site, the cost of the proper heavy equipment needed to excavate site
and place material, filter cloth and general labor.
The easiest way to calculate cost
is to determine how many tons of material will be needed. In most cases it will
be very close to 3 tons per lineal ft. This is the amount of material it
"typically" takes to build a revetment using a proper slope and built to proper
design height.
Higher
lake level regulation could mean that higher design heights will need to be
factored into the design and increase the amount of material needed.
The typical size of the revetment
is a right angle triangle that is 7 ft high at back, 21ft long with a 1:3 slope.
In "general" you should be able to
build a quality structure for between $50 and $75 per ton. If you want to know
how much it would be per foot, just multiply the number of feet by the number of
tons and then by the per ton cost.
For example, an 80ft wide property
would need 240 tons of rock (80X3=240). At an average of $62.50 per ton, this
would mean a turn-key job could be done for about $15,000.
Keep in mind that trucking of
2,000 to 10,000 pound material is expensive and quite hard on equipment. If you
are located far away for sources of material, costs can increase. Also if access
to your shore is limited it could mean that material may have to be "staged" in
one place and them moved a second time thus making the project more expensive.
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