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Custom
Biologicals, Inc.
TECHNICAL
DISCUSSION #6
Options for
Treating Landfill Leachate
There are several
options for treating leachates with BOD and
COD below 5,000 to 10,000 mg/L. The
treatment method of choice depends on the
composition of the leachate, how the
leachate composition varies over time (eg.
under different weather conditions),
specific bacterial contaminants that may be
present and the local temperature and its
seasonal variation.
Some of the methods
mentioned below use bacteria to achieve
reduction or oxidation of contaminates in
the leachate. In all cases, only Class 1
bacteria as defined by the United States
Department of Agriculture (USDA) is used.
This means that the bacteria are
unconditionally safe; for example, any Class
1 bacteria may be used on food crops. The
bacteria are non-toxic, non-infectious, and
non-opportunistic. These bacteria use the
carbon, nitrogen and other materials in the
leachate as sources of food and energy in
order to reproduce. If certain required
nutrients are not present in the leachate,
they must be added. In this way, bacteria
turn the contaminants in the leachate into
carbon dioxide, water and other usually
harmless substances. Most of these bacteria
can reproduce down to 5 degrees C. Since the
bacterial activity doubles every 10 degrees
or so, higher temperatures (at least up to
around 40 C) result in shorter residence
times (faster processing).
There is often no one
“best” technical or engineering solution.
Factors like land utilization, the desire to
achieve secondary benefits (such as methane
production), ease of implementation,
operating cost and capital cost are all
factors that will influence the final
choice. The purpose of this introduction is
to present a range of possible options so
the landfill operators can let us know which
method or methods might be preferred.
Another possibility is for the landfill
operators to rank the approaches presented
here. We can then discuss any or all options
with them and compare the costs and benefits
of each so that together we can arrive at an
agreement of the demonstration system that
should be built.
Methods
Based on the use of Bacteria
1. Batch Treatment
in Open Ponds
For this process, the
leachate is pumped into an open pond and a
mix of bacteria (the choice of bacteria is
based largely on the leachate composition
and contaminates it may contain) is added.
Normally, the pond is aerated, sometimes
heated and sometimes it is necessary to add
specific nutrients. The BOD is measured
every few days and the COD is measured at
least daily at several locations. It
normally takes about 2 weeks for the BOD and
COD to be reduced from 2,500 mg/L to under
300 mg/L but the actual time depends on the
pond temperature, bacterial contaminants or
poisons that may be present and the nutrient
level in the leachate. A water analysis and
actual, in place, tests will determine the
residence time required for treatment at any
particular pond temperature. Although long
term variation in the leachate composition
can be expected (variation over times longer
than a few weeks), short term changes are
not expected to occur. This means that a
complete chemical analysis should only be
needed about once a week. The primary reason
for such an analysis is to identify changes
in the nutrient and contamination levels so
remedial action can be taken.
Pond treatment is an
extremely reliable and low-cost means of
reducing the BOD and COD but the process
must be monitored closely to determine when
the desired end point has been achieved
(because the results depend strongly on the
temperature and the amount of sunlight
received by the pond, the residence time of
the leachate in the pond is difficult to
predict with precision until some actual
operating experience in this environment is
obtained. Another potential disadvantage is
that the shallow ponds (about 1 meter in
depth) require a large land area for the
volumes being considered here. New bacteria
is added to each batch. Electricity,
bacteria and manpower are the main direct
operating costs. We currently estimate that
the cost of bacteria will be under 10 Yuan
per MT of leachate for a well-engineered,
full-scale plant capable of treating up to
2,000 MT/day but several factors such as
temperature and a requirement for faster
processing might increase this cost.
2. Continuous Flow
Systems
Continuous flow (CF)
systems usually require less space than
batch treatment ponds. Because they can be
enclosed more easily (but at increased
construction cost), they are much more
efficient to heat. They operate well in cold
climates. CF systems may cost more to build
and operate than batch pond systems.
A Low-Cost
Continuous Flow System
The batch pond
treatment approach described above can be
modified to use less space but more energy
by using “ditches”, essentially long, narrow
ponds. The ditch is initially filled with
the leachate and seeded with the selected
bacterial mix. The leachate is aerated and
mixed to ensure that no stratification
occurs. Bacteria impregnated membranes may
be placed across the ditch so that all
leachate flows through one or more of these
for additional bacterial action. These act
like small, in-line bio-reactors and can
compensate for a decreased bacterial
activity when the outside temperature is
lower. Although there is the added cost of
bacteria, this extra cost is usually less
than the cost of heating the leachate in
order to increase the bacterial activity.
Once the COD gets near the desired level,
the leachate is very slowly drained or
pumped into a holding pond where bacterial
action continues. Just prior to this release
from the ditch, a BOD sample is taken. Since
it takes 5 days to obtain a BOD result, the
holding pond should have a capacity for 5
days of input as described below (once some
operating experience is obtained, we will
know the relationship between COD which is
measured very quickly and the BOD; thus, it
should be possible to eventually reduce the
size of these holding ponds).
A Multi-Purpose
Continuous Flow System
Another option for
continuous flow, bacterial action systems is
to use tanks (usually tall vertical
cylindrical vessels) that contain membranes
impregnated with bacteria through which the
leachate is forced to flow. The environment
inside the tank in the vicinity of the
membranes is designed to promote bacterial
growth (to feed off the contaminants in the
leachate).
Such a basic system is
capable of processing many different waste
streams simply by choosing the bacteria to
match the constituents of the stream. For
treating landfill leachates, this approach
requires a relatively high capital
investment and operating cost but it
provides a high degree of process control.
One advantage of chambers where the
environment can be controlled (different
environments can even be created at
different elevations in the tank) is the
possibility of having an aerobic environment
in one region and an anaerobic environment
in another (in the same tanks or in tanks
placed in series). This configuration is
used to build bio-digesters that turn food
waste, green waste and a variety of animal
products and waste into methane gas, protein
rich food that can be used for feeding
chickens and shrimp and nitrogen-rich,
certifiably organic compost that can reduce
or eliminate the need for nitrogen
fertilizers. This approach should be
considered for processing the “high quality”
component of the raw garbage that is now
being dumped in the landfill. This is a very
practical means of extracting useful energy
and materials from the material now being
discarded. Implementing this approach might
reduce the amount of leachate that must be
processed but it will never eliminate the
need for leachate processing.
Methods Based on
Physical and Chemical Processes
It is possible to
reduce the BOD and COD from extremely high
levels to below 5 mg/L by adding chemicals
and/or various forms of energy to oxidize
and then precipitate the contaminates from
solution. Chemical methods increase the
amount of reaction product materials that
must be managed and they tend to have
considerably higher operating costs
(although the initial capital investment may
be low). In general around the world,
chemical methods are being replaced by
electrochemical methods. These methods use
electrical energy, usually in the form of a
current passing through the solution, in
combination with oxidizing agents and
sometimes ultraviolet light to remove
contaminates from the solution. Treatment
effectiveness is controlled by the electrode
material and shape, the amplitude-time
characteristics of the energizing electrical
current, the use of an alignment magnetic
field, where in the treatment cycle the
oxidizing agent(s) and ultraviolet light are
injected and the treatment sequence. There
are many decades of experience worldwide
with such methods as well as several
well-proven treatment methodologies.
Treating landfill
leachate is a very standard application of
electro-flocculation (efloc) that has been
implemented in many areas under similar
conditions. Typically, the leachate would be
passed through an efloc cell with no added
oxidation in order to remove the easiest
materials. A second stage where oxygen,
ozone or hydrogen peroxide is added will, if
needed, reduce the BOD and COD to below 5
mg/L and usually produces fully oxidized,
non-toxic waste products that can be
disposed of in a landfill.
The main operating cost
is manpower and electricity but these
methods have a relatively high capital cost.
They remove contaminates that do not
contribute much to the BOD and COD; for
example they are very effective at removing
trace quantities of heavy metals. These
systems are also very compact when compared
to bacterial methods that use ponds. When
installed as a system of many units
operating in parallel, one has an easy means
of performing routine maintenance and for
adding capacity as it is needed. Most
systems are designed around a basic modular
configuration that can handle from 25 to 100
cubic meters per day. Large systems can have
dozens of such modules operating in parallel
under the control of a single master unit.
Once set up for a particular set of
processes, efloc systems run with little
human attention.
Cost of a
100 MT per Day Demonstration Unit
Even an approximate
comparison of costs among these different
approaches requires knowing the results of
several tests. First, a complete chemical
analysis of the leachate is needed. This
will determine if a bacterial approach is
even possible. Since much of the leachate is
already the result of bacterial action, is
it very likely that a bacterial method can
be used to perform the required BOD and COD
reduction. Assuming that a bacterial method
can be used, we present the following
preliminary and non-binding cost estimates
for demonstration systems.
Batch Processing
Using Ponds
We have a strong
preference for using newly constructed small
ponds so it is known that no contamination
other than the leachate is present (an
existing pond might be contaminated). In
order to be able to process an average of
100 MT/day, the pond should hold about 2,000
MT with a depth not to exceed 1 meter. (a
pond about 50 by 50 meters). The pond must
be aerated and mixed so there will be a good
reaction environment. An initial sample will
be tested for BOD and COD and the COD will
be measured every day to monitor progress.
It may be necessary to evaluate 2 or 3
mixtures of bacteria in order to determine
the best one for this location and
environmental conditions. All of the
facilities, including pond construction, and
services would be provided by the landfill
management. We will supply the bacteria and
an on-site person on a continuous basis for
the first two weeks of the testing and
thereafter as needed for the success of the
project. Depending on the types of bacteria
that are selected for trial, each test
sequence will require from $5,000 to $10,000
to cover our direct costs and the cost of
the bacteria that is needed. These
demonstration tests could begin almost
immediately.
Continuous Flow
Processing Using Ponds
The costs and other
considerations are the same as for the batch
processing described above. These
demonstration tests could begin almost
immediately.
A Multi-Purpose
Continuous Flow System
We are currently
researching the cost of a small
demonstration system; it will be about a
week before we can give an approximate cost
for this demonstration.
Electrochemical
Processing Methods
An electro-flocculation
system able to handle from 25 to 150 MT/day
will cost around US$1 million. If there is a
need for many such systems, we would set up
manufacturing facilities in China; this
might lead to a modest decrease in cost. The
variation in throughput (treatment volume)
is due to our uncertainty of the actual
chemical analysis of the leachate. Efloc
systems do a lot more than just reduce the
BOD and COD but they are extremely reliable
systems for achieving the required reduction
in BOD and COD. They are compact when
compared to the pond methods described
above. It would take about 4 months to build
an efloc system and get it to Shanghai.
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