CONTROL Stream Erosion
(Page 4 of 6)
Placing riprap, however, is not just a matter of flinging
rocks. First of all, the stones must be the correct size
and shape for the dimensions and flow rate of the stream.
If the rocks are too small, they may be moved be a flood.
If they are too large, the bank may erode behind them. As
for shape, flat-edged rocks are easier to place and will
deflect water better than rounded ones. A shovel may be
handy for securely placing the first layer of rock. From
then on, the process is not unlike building a stone wall.
(A layer of gravel under the riprap provides added
protection for the bank.)
RELATED CONTENT
For a truly herbal shampoo, try this easy recipe for homemade shampoo made with yucca. Find out how...
If your hair color is looking a little tarnished, color your hair with one of these natural hair co...
Stop Soil Erosion with Softflow Screens July/August 1982 Here's the story of how one enterprising l...
How to prevent erosion, including how it happens, fighting erosion with plants, vegetation, conquer...
Riprap can redirect flow, but it doesn't appreciably slow
the water. Furthermore, while well-placed riprap is
scarcely noticeable on some sites, on others it can look as
out of place as a concrete wall.
The preferable, but more complicated, alternative is to
build some sort of in-stream structure. The most adaptable
of these is known as a wing deflector. (Fig. 2 shows how a
wing deflector might be sited in the situation we are
discussing, and Fig. 3 shows how it's constructed.) The
space behind the leading edge should always be filled.
Otherwise, floodwaters passing over the top will create a
new erosion site.
SOLVING SILTATION
Now, let's look at the silted downstream site. We've
already helped it a little by dealing with the upstream
problem. At least there will be that much less soil
entering the stream which could be deposited there. But we
want to get rid of most of the present silt layer,
restoring the riffle area (which is the most important type
of feeding and spawning habitat for many kinds of fish),
and deepening the pool.
The only real in-stream problem here is caused by the
willows. These trees, with their tenacious root systems,
are great bank stabilizers, but they aren't so desirable
when they get out into the stream. Here two willows, which
face each other on opposite sides of a narrow spot, have
formed a partial dam with their roots and branches, and
that blockage is worsened by floating debris which collects
there. We don't want to eradicate the willows, but we can
prune them periodically and try to control their progeny.
To accelerate the process of desiltation, we can make
further use of riprap or wing deflectors to concentrate the
current and flush the silt downstream. In this instance, we
may be able to save labor and cost by substituting large
rocks, strategically placed, for the deflectors. If this is
done, the rocks should be placed toward the middle of the
stream so as not to push the current into the bank. The
ideal is fast current in the middle and slow water along
the banks.
Page:
<< Previous 1 |
2 |
3 | 4 |
5 |
6 |
Next >>