By: Chuck Coup, BMP Forester (Ret.), Texas Forest Service
Q: There
are all sorts of difficult situations that can arise when my guys are
attempting to construct a functioning wing ditch. Sometimes they work and
sometimes they don’t. Can you tell me some of the most common problems you come
across with wing ditches?
A: Isn’t
it amazing how a structure as simple as a wing ditch can sometimes be so
troublesome! The primary function of a wing ditch is to collect runoff water
from the road surface and roadside ditches and disperse it into stable areas
away from water bodies or other sensitive areas. They are typically most
effective when used in conjunction with a waterbar that intercepts, diverts,
and drains runoff water from the road surface and the roadside ditch on the
opposite side. It is really nothing more than a water outlet for the road, but
knowing where and how to construct them in certain situations can be very
tricky!
One of the most common problems I see with wing ditches is that
they are longer than necessary. It is generally not effective to construct a
wing ditch that carries runoff water long distances away from the road. This
practice unnecessarily exposes additional soil to erosion and increases the
distance that the runoff water has to flow before reaching stable, vegetated
ground cover. Long wing ditches also run the risk of discharging polluted water
into or near water bodies or other sensitive areas. Keep your wing ditches only
as long as necessary to encourage the water to flow away from the road. One
exception to this may be in extremely flat areas where it is difficult to get
the water to drain away from the road. Typically though, if you have a little
topography, gravity will do the trick. If you think you need to construct a
long wing ditch in order to deal with a large volume of water being carried
down your road, you should instead consider increasing the frequency of your
wing ditches (and waterbars) by putting them closer together. That will divide
the amount of water you are trying to manage between wing ditches.
Another problem I often come across is wing ditches that are
constructed as narrow channels using the corner of the skidder or dozer blade. I
frequently see these V-shaped channels in combination with wing ditches that
are too long, resulting in a turnout that erodes and carries sediments excessive
distances – completely the opposite of what we want. A better approach is to keep
the dozer or skidder blade level with the ground and make a wide flat outlet
that disperses the water over a broad area. This kind of outlet promotes sheet
flow versus channel flow which spreads the water out and reduces its speed.
Slow moving water cannot carry sediments as efficiently as fast moving
channelized water can.
Finally, if you get a chance, I would recommend that you go
back and take a look at some of the wing ditches you installed in the past,
especially the ones that you were uncertain about. See if they worked and if
they didn’t what you might need to do differently in the future.
For more information on wing ditches and other BMPs visit
the Texas Forest Service webpage at http://txforestservice.tamu.edu/water or
contact me by phone at (936) 639-8180.
* This article was published in the August 2011 issue of the Texas Logger