The Use of Polyethylene Geomembranes in
Lining
and Gas Collection Covers for
Manure Lagoons
Kris P.
Kriofske, P. E.
Poly-Flex, Inc., Grand Prairie, Tx
The U.S. EPA has required solid waste landfills to be lined with an
impervious material for most of the past 15 years. The regulations also prohibit hydraulic
heads of leachates in these liners to exceed one foot. Manure lagoons, by contrast,
function at beads of up to 25 feet and, in some states, are not required to be lined
unless the ground water is less than 2 feet from the pond bottom. This apparent gap in
requirements is quickly closing with new and more stringent liner regulations being
imposed on the concentrated livestock operation industry's waste water handling and
containment.
Manure lagoons have been lined with clay and concrete in the past with
plastic liners making an impact only recently. The leading plastic liners serving this
market are the polyethylenes (PEs) known as HDPE and LLDPE, or high density and linear low
density polyethylene respectively. This is the same material used to line and cover most
landfills today. PEs are used at an annual rate of up to one billion square feet per year
in the U.S.because of the combination of properties and prices. PE liners protect the
environment by preventing the migration of pollutants to soil and ground water.
Polyethylene is an inert plastic, which is UV stable and can be
installed exposed without a soil protective cover. It remains flexible at temperatures
down to -100' F and is rodent resistant. It is not an expensive laminated product and
contains no plasticizers that can migrate out of the plastic leaving an embrittled
barrier. PEs are resistant to the high nitrate, arnmonia, and phosphoric acid content in
concentrated animal waste and fertilizer. Since these same substances are highly corrosive
to concrete, polyethylene is sometimes used to line cracked concrete containments. PE
liners provide natural flexibility for conforming to subgrades. Long term warranties are
provided to back up the above claims.
Manure lagoons are lined in three different techniques. The first and
most common is the complete lining of the lagoon with a single liner covering the floor,
side slopes and extending from the top of the slope to an anchor trench into which the
edge of the liner is buried. The second method is the same as the first but with a double
liner. The space between the two liners contains a drainage medium to collect any leakage
which may occur in the primary liner. This space is continuously evacuated by pumping. The
double liner is used only in highly sensitive environments. The third system is an erosion
control liner wherein only the slopes are lined from a top anchor trench to a trench on
the slope below the low water line. The rest of the lagoon is clay lined. This liner also
serves to control slope vegetation growth, siltation of the lagoon, and wave erosion of
slopes.
Concrete access pads and ramps are installed on the liner or the liner
is attached thereto (see attached drawings). These ramps facilitate the use of a
trailer-mounted agitator, which can be lowered into the lagoon. PE lined ponds can be
easily cleaned by creating a slurry and pumping the liner clean. The liner can be repaired
by a heat-applied patch made in a dry and clean area.
Manure lagoons can be covered by floating PE liners on the liquid
surface allowing for the cost-effective construction of anaerobic digesters which use
microorganisms to ferment and process waste producing methane gas. The PE cover prevents
vector migration out of the lagoon preventing odors, vapors and gasses from entering the
atmosphere. They also prevent rainwater dilution of the waste and the accumulation of
airborne silts and debris in the lagoon. But the most desirable effect of the PE cover is
to create an inflatable methane gas reservoir which collects and contains the gas from the
digestion process and allows the gas to be disposed of by flaring on by converting it into
electric power by running the gas through an internal combustion engine. Given the
increased use of co-generated power following utility deregulation, there are increasing
opportunities to create economic returns from the production of methane gas. This is the
thrust of the AgSTAR Agency of the EPA.
Various types of plastic floating lagoon covers are being built today.
The most common is a floating cover, which covers the entire lagoon, and has its perimeter
buried in an anchor trench much like that used for a liner. Perforated gas collection
pipes are located under the cover near the top of the slopes and above the liquid line.
Weighted and sunken liner cover troughs are located near the center of the lagoon to
collect runoff and snow melt and to compensate for liner cover dimensional growth or
shrinkage caused by fluctuating water levels in the lagoon. These troughs are defined by
floats. Surface weights or cables welded into the liner seams control the amount of liner
inflation and/or direct the flow of cover runoff to the sunken trenches where float
actuated pumps are located to remove the accumulated liquids.
Another cover design floats a liner on the surface but leaves a 3' to
5' wide perimeter of liquid surface exposed. This cover is tethered to the lagoon banks by
a system of cables. Floats and gas evacuation troughs or raceways are built into the cover
and some cover inflation is accommodated. Cover collected runoff is sometimes shed by
draining through the cover into the lagoon by open ended vertical pipes through the cover
or through a series of perforated collection pipes laid on the cover surface. Surface
pipes are attached to a pumping system, which is usually manually activated.
Two other attachments to this paper explore the comparison of plastic
liners to clay and to concrete. And finally, three drawings are attached showing details
for construction. and installation of liners. Floating covers are unique to individual
facilities and must be designed on a custom basis by a qualified engineer. Interested
parties should contact the author for more information on this subject.
Note:
Due to space limitations, I was unable to include the drawings
described above. Please contact the author directly for copies of these drawings.
Kris Kriofske PE can be reached by calling 972-337-7269. Or by email: krisk@poly-flex.com.
Editor
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