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| Fly
Ash Behavior |
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The
behavior of fly ash, both in the flue gas, and in the environment, is
an important issue for many coal-fired power plants. Fly ash
impacts numerous chemical and physical processes, and is especially
important in mercury oxidation and capture, ammonia adsorption, and SO3
adsorption. We have conducted numerous projects related to fly
ash
behavior, including catalytic processes, adsorption and desorption
phenomenon, leaching behavior, behavior in products such as cement and
concrete, etc.
Various
fly ashes adsorb ammonia at
different rates and equilibrium concentrations. For instance, high
sulfur
eastern bituminous coal ashes may adsorb nearly all of the available
ammonia
resulting in relatively high ammonia concentrations on the ash. Ashes
more
basic in nature with very low sulfur content tend to adsorb much less
ammonia.
These variations in the adsorption capabilities of the ash make
predictions
difficult as to the exact amount of ammonia that will be adsorbed with
respect
to the amount of ammonia slip that is available. Typical ammonia-on-ash
concentrations range from less than 30 ppmw to several hundred ppmw for
systems
experiencing ammonia slip concentrations of 2 to 5 ppmv. Thus, some
units
operating with very low amounts of ammonia slip (<1 ppmv) may
experience
ammonia-on-ash concentrations of over 100 ppmw, while other units with
relatively high ammonia slip may have ashes with very low levels of
adsorbed ammonia
(<50 ppmw). Thus, it is important that all potential problems
associated
with ammonia on fly ash are well understood, prior to specifying
maximum
ammonia slip concentrations to potential technology suppliers. Ammonia
on fly ash presents several
problems with the use or disposal of the fly ash. Typically, moisture
is the
controlling factor in the rate and amount of ammonia that will desorb
from the
fly ash. In cases where ash is placed in a pond, most or all of the
ammonia may
desorb into the pond water, causing environmental damage if the
wastewater is
released directly to adjacent tributaries and rivers. Landfilling of
ammoniated
fly ash may also cause leachate or runoff waters to have high
concentrations of
ammonia, again presenting an environmental threat. Ammonia
from contaminated fly ash
desorbing into the air is also a potential problem. Ammonia in air
concentrations at landfills, near processing equipment, or associated
with the
use of ammoniated fly ash in commercial products has the potential to
produce
hazardous concentrations, or concentrations that are objectionable to
personnel. The behavior of ammoniated fly ash associated with its use
in
concrete mixtures is of special concern since a great deal of ash is
used for
this purpose. Ashes with high amounts of ammonia may be unacceptable
for use in
concrete due to odor problems associated with the mixing and pouring of
the
concrete. These problems are very much a function of the specific
mixing
conditions and final use of the concrete, and are therefore often
intermittent. W. S.
Hinton & Associates is
involved in ongoing research projects addressing the problems
associated with
ammoniated fly ash in both the plant setting as well as in end-use
applications
of the fly ash. In addition, we are involved in the assessment and
development
of beneficiation processes to remove the ammonia from fly ash,
alleviating the
potential problems associated with ammoniated ash. If you are
experiencing or
are concerned about potential ammonia problems related to fly ash, we
have a
great deal of experience in this area and will be glad to offer
assistance. ![]() Electron Microscope Images of Fly Ash Particles - 250X Magnification ![]() Electron Microscope Images of
Fly Ash Particles - 3,500X Magnification |
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