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Transcript of Remediation Journal Volume 4 issue 1 1993
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8/10/2019 Remediation Journal Volume 4 issue 1 1993
1/14
Technical and Economic
Analyses in the Development
of Bioremediation Processes
Paul R. Ammann Guyh
S. Koch
Paul Ammann i s a
principal of m e Bra &
Group, an economic,
management, and
environmental
consulting
im
n Ciambridge,
Massacbusetts. He bas
more tban tbirty years'
experience
in
tbe
developmat, costs, and
applications of
environmental,
cbemicd
and metallurgical
tecbtwhgies. He fcwluses
one n dm e n t a l
consulting
in
tbe areas
of
CERCLA
cost recovery,
evaluatiolS
R&D
planning, and tecbnical
and market feasibility
analysis. Gayle
S.
Kocb
i s
a principal of Tbe Bra &
Croup. Sbe bas
evaluated environmental
liabilities in connection
witb settlements,
Utigatioff, nsurance
recovery,
acquisitions
and
sales
and strategic
planning.
environmental
uabiuty
Ihe ve latge extent
of
subsugace and groundwater contamination
with toxic otganic compounds has prompted research on a number of
bioremedialprocesses. Ihejustification
of
this research has been to achieve
lower overall remedial costs than are incurred by currently existing
technologies. Laborato studies are often undertaken with the notion that
a new set ofprocess conditions can reduce reagent consumption or the time
for treatment
by
a signijkant actor with an attendant reduction in overall
remediation costs. Research programs are initiated on the basis
of
these
simple premises. Our work has shown that many research projects have
been undertakenfor the wrong reasons and that eqerimental effort has
ojen not been directed toward latge-scale implementation.
A preliminaryprocess analysis has been shown to be a very valuable
componentofany research and developmentprogramon bioremedial and
other innovative technologies.As described in this article, the analysis 1 )
identipes the critical engineering and cost parameters and (2) provides
guidance to the research program in the design
of
eqeriments and the
collection
of
data. 7he methodology is also useful in the
review
ofproposed
new technologies and treatment equipment. 7he article includes an
exampleof a process analysis
for
an actual development project directed
toward the remediationofsolids contaminated with chlorinated hydrocar-
bons to illustrate the benefits and the power of the technique.
Bioremediation processes offer potential for lower-cost remediation of
soils, sludges, and sediments and surface and subsurface water contami-
nated with organic compounds than other physical, chemical, or thermal
processes. Consequently, large efforts are being directed to research and
develop bioremedial processes. Because
of
the large costs
of
R&D
programs, of developing and proving new technologies, and the improve-
ments in and the competition of existing remedial processes, it is prudent
to focus studies toward realistic commercial remedial opportunities.
This article describes an approach for the evaluation
of
applications
of
research results
to
full-scale remediation. The discussion addresses the
treatment of soils, sludges, and sediments, but the methodology is also
applicable to water treatment processes.
REMBDIATION/WINTER993/94 115
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PAULR AMMA GAYLE.KOCH
AB he requirements
of
even higher
etandi,wda
of
ckanup
ore
being applied
throughout the
country, the need for
lower cost
olutions is
becoming even more
important.
OPPORTUNXTIWNEEDS
Organic contamination is present in soils, sludges, and even in
sediments
of
rivers and streams. The types
of
contaminants vary from
volatile solvents to less volatile compounds such as polyaromatic hydro-
carbons (PAHs) and polychlorinated biphenyls (PCBs). Contaminants
occur as small hot
spots,
as well as large areas with a number
of
compounds
distributed throughout the area.
Organic contamination h s also migrated from disposal areas into
surface waters and groundwater. Through groundwater movement, sub-
surface plumes of organic compounds exist at many locations throughout
the world.
A
wide variety
of
remediation processes
exists
for the treatmentof soils,
including physical (e.g., vacuum extraction), chemical (e.g., solvent
extraction), and thermal (e.g., low temperature desorption and incinera-
tion) processes. New processes are also being developed or are evolving
from the industrial sector, as equipment used for commercial reasons is
modified
to
satisfy needs in remediation. These existing and evolving
technologies compete with bioremediation in the environmental remediation
market.
Remediation costs
for
contaminated soils and waters are generally
high. As the requirements of even higher standards of cleanup are being
applied throughout the country, the need for lower-cost solutions is
becoming even more important.
In much of the published work in the bioremediation industry, the
focus is on technical issues, such as (1) reaction mechanisms and
(2)
kinetics as a function of contaminant mix,
soil
types, and concentrations
of relevant contaminants and components. Although this type of research
is essential for the successful development of new processes, it appears
that there has been
less
attention paid
to
design concepts and the
economics of technologies that could result from the research. Early
attention
to
the technology development and costs is vital to achieve cost-
effective research programs.
BIOTREATMENT
PROCESSES
It
appears that biological treatment processes will play an important
role in the future in remediation of areas of contamination. Biological
treatment processes exhibit some intrinsic advantages compared to other
alternatives. These include:
Low
reagent costs
Typically, nutrient requirements are small and
the costs therefore tend to
be
low.
Low
energy
costs In the absence
of
a need
to
heat biological
treatment systems more than, say, 10 o 2OoC energy requirements
tend to
be
low. Most of the energy needs are for mechanical energy
to
move solids and liquids.
Low capital costs Reaction systems in which organics in solids or
liquids are mixed with organisms and nutrients are typically simple.
For example, solids treatment processes use conveyors, reagent
116
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TECHNICALND ECONOMICNAL.YSBSN THE DEVELOPMENT
F BIOREMEDIATION
ROCESSES
mix tanks, and large contactors. Consequently, the capital costs
tend to
be
small in comparison with other treatment systems such
as thermal desorption or incineration.
Environmental acceptance.Biotreatment processes operate at low
temperatures, and gas flows, such as air for oxidative treatment, are
small. Any air emissions
of
concern can
be
controlled at very
modest cost with existing technology. Similarly, water discharge
streams can
be
treated with conventional water treatment pro-
cesses. If necessary, any stream can
be
pasteurized
to
destroy
microorganisms.
There are, however, potential major disadvantages
to
biological
treatment processes. Some of these are:
The selection o f one of
the
available
options
is
baaed
on
echnical
feasibili ty, overall
economics, and
satisfaction o f
regulatory matters
and
public concerrta.
Relatively long treatment times. In contrast to chemical, physical,
or thermal treatment processes in which reaction times typically
vary from seconds or minutes
to
less
than an hour, biological
treatment processes often require days or months. Consequently,
reactor vessels are much larger than for alternative treatment
processes, and/or cleanup times may
be
extended significantly.
Incomplete destructioddegradationof organics. Biological water
treatment systems, such as activated sludge, are very effective for
destruction
of
many organic compounds. However, biological
treatment systems may not be as effective for the destruction
of
certain toxic organic compounds, particularly in soils, sludges, and
sediments.
Dzflcult application.For many toxic organic compounds, specific
organisms are required to achieve degradation or destruction. In
some instances, indigenous microorganisms either have limited
effectiveness
or
are ineffective for reactions with toxic organic
compounds. For in-situ applications, there may be additional
complications such as preferential pathways for nutrients or
biodegradation under anaerobic conditions.
T icity. The presence of certain elements, such as heavy metals
or
compounds, may limit the effectiveness
of
microorganisms.
Primarily effectiveon otganic contaminants.Bioremediation pro-
cesses are generally iimited
to
soils and solids contaminated only
with organic compounds. If heavy metals are present, for example,
either bioremediation is only one component of remediation, or it
may not
be
cost-effective compared
to
alternatives.
SELECI'ION OF ALTERNATIVES
In planning the remediation of sites contaminated with organic
compounds, environmental managers usually have several process op-
tions available. The selection
of
one
of
the available options is based on
technical feasibility, overall economics, and satisfaction of regulatory
matters and public concerns. For biotreatment processes, some of the
decision criteria are described in the following section.
R E M E D X A T I O N ~ ~ I N T E R
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PAULR AMMA GAYLE
. KOCH
Whether a cleanup i s
carried out
by
a
remedial contractor
or by the owner of a
property, the total
cost
i s
governed
by
the initial
investment. .
Technical Feasibility
Tech nical feasibility is, of course, critical to the selection of a remedy.
It is also a k ey focus of much of the ongoing research an d development
work in bioremediation.
Effective organism.
The degradat ion
of
selected organic com-
po un ds from initial conc entrations to specified cleanu p levels must
be demonstrated in a field setting. The demonstration becomes
complicated if there are m ultiple organic compo unds or other
contaminants of conce rn (e.g., metals) present at a site.
Rates and extentof degradatioddestruction.
The rates
of biocon-
version are important to the econo mics, as described later, but it
is also important that the biological reactions redu ce the levels of
toxic organic compounds to the required cleanup levels. This
criterion is important if cleanup levels con tinue to decrea se in the
future. For example, Jerger et al. (1993) reported on the slurry
reactor treatment of soils that significantly reduce d the levels
of
creosote but did not reach the required cleanup levels.
Control
of
reaction conditions.
The microorganisms should be
consistently effective in degrading o r destroying haz ardou s organic
com poun ds, and the reactions should not be subject to poisoning
or
loss
of effectiveness during a large-scale site remediation.
Typeofequipment.Biotreatment processes are often ad vantageous
becau se they typically employ simple p rocess equipme nt, such as
tanks and solids-liquids contactors.
Economics
Overall costs play a very large role in the selection of a remediation
process. Whether a cleanup
is
carried out by a remed ial contractor
or
by
the own er of a pro perty, the total cost is gove rned by th e initial investment
for the process equipment, the direct operating costs for site cleanup, and
a financial return o n the u se of the equipment.
Studies. Significant expenses may
be
incurred for treatability
studies, pilot tests, an d other studies. Study costs are generally
higher for new, unproven technologies.
Investment.
The capital cost of the biotreatment process must
be
recovered from its operation at on e o r more sites. If a process is
dedicated to o n e site, the soil volume must be sufficiently large so
that the allocation
of
the investment
to
the
soil
treatment
is
acceptable. A lternatively, transportable equ ipm ent allows flexibil-
ity for treatment
of
larger soil volume at multiple
sites.
Because
there is a large element of uncertainty abo ut h ow many sites and
the quantity
of solids
or liquids that may
be
treated by an
equipm ent p ackag e, it is important that the cost of equipment be
kept as
low
as possible. Investment may
be
reduced by using
standard equipm ent, such as tanks a nd reactors, and establishing
proces s conditions that allow the shortest
possible
treatme nt times.
~ ~~
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TECHNICAL
ND ECONOMICNAL.YSESN THE
DEVELOPMENT
F BIOREMEDIATIONROCESSES
...here may be
concern over
introduction of
microbes into the
environment,
particularly
for
new,
genetically deeigned
organism.
Unit treatment cas
Technologies with the lowest overall treat-
ment costs that meet the cleanup requirements are sought in the
feasibility studies.
Pmject size.
Large projects can achieve economies of scale and
therefore relatively smaller unit costs.
Utilization.
Equipment costs may
be
spread over a number
of
sites.
To the extent that a transportable process
is
not used continuously,
the owner/operator must allocate fixed costs accrued during
downtime to each site.
RegulatoryIssuesand Public Acceptance
All remedial processes must have operating permits and should be
acceptable
to
local communities and neighboring residents. In contrast
to
some technologies such as incineration,
in
which stack emissions are of
concern, biotreatment processes should receive acceptance because solid
and liquid discharges from biotreatment processes should comply with all
applicable regulations. However, there may
be
concern over introduction
of microbes into the environment, particularly for new, genetically
designed organisms. Regulatory and public acceptance issues that must be
addressed include:
Permits and appmvaki. State and local permitting can be an
expensive and time-consuming process. In addition, for many
hazardous waste sites, bioremediation must
be
compared with
alternative treatment options and approved based on cost and
effectiveness criteria.
Risks to humansand environment.Studies should be conducted
to
show that the bioremedial process will reduce risks
to
humans and
the environment
to
the desired level.
Public perceptions.
Public perception
of
any risks introduced by
the bioremedial process must be addressed, often by holding
public meetings and making site documents and site experts
available
to
the public.
Many bioremediation research programs focus exclusively on techni-
cal feasibility. However, because ultimate project success will also be
strongly influenced by economics, regulatory issues, and public accep-
tance, it
is
important that significant attention
be
paid
to
these areas as well.
A L T A T I V E T R E A ~ P R 0 c E S S E S
Developers of bioremediation technologies must keep in mind that
these technologies will ultimately compete in the marketplace against
other remedial options. The options for the remediation
of
contaminated
solids and water are different.
Remediation of
Soils,
Sludges,
and
Sediments
The remediation of
soils,
sludges, and sediments can generally be
divided into two major categories: excavation with on-site or off-site
REMEDIATION/INTER993/94 119
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PAULR AMMA GAYLE
.
KOCH
treatment a n d in-situ treatment.
Excavation with on-site
or
08-site treatment.
Excavation not o nly
adds
cost
to the remediation
of
a site, but it also
poses
som e risk
of
spreading contamination into
the
environment an d adds health
risks
to
the remediation workers. However, postexcavation treat-
ment
is
used extensively for the remediation
of
contaminated
solids.
Some
of
the most important processes are listed
beIow
(Lewis, 1993):
Incineration
Thermal desorption
Thermal aeration
Solids washing
Solvent extraction
Land farming
Composting
Slurry pha se bioreaction
The last three alternatives emp loy microorganism s
to
achieve degradation
or destruction
of
the organic contaminants.
In-situ treatment.
Degradation
or
destruction
of
organic com-
pounds without excavation has some advantages over the pro-
cesses described ab ove. O ne important factor
is
the savings
of
the
excavation cost, which may
be
significant, but not
as
large
a s
the
treatment
costs. In
addition, risks to humans and the environment
throug h direct contact o r inhalation of contaminants are reduced.
Some
of
the alternatives that ar e available include:
Soil vapor extraction
(SVE)
Vapor extraction with h eating o r fracturing (hardrock)
Solidification/containment
Vitrification (fusion of soils)
Infrared heating
Soil flushing (active
o r
natural)
Soil flushing with biotreatm ent
Bioventing
Remediation
of
Contaminated
Water
The remediation
of
contaminated surface and groundw ater can also
be
divided into two major categories: surface treatment an d in-situ treatment.
Surface treatm ent.
There are several options available for the
surface treatment of contam inated wa ter. Many are derivatives of
municipal wastewater treatment systems. Water treatment plants
may be comprised
of
several modules according
to
the chemical
complexity
of
the w ater. For exam ple, organic removal
or
destruc-
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TECHNICAL
ND ECONOMICM,YSB
IN TH
DEVBU~PMENT
F BIOREMEDIATION
ROCESSES
The olids are
excavated, screened to
remove oversize Solid8
...
and conveyed to
storage bins.
tion may be preceded by a metals removal step. Some of the
organic treatment or removal modules may be:
ChemicaVUV oxidation
Adsorptiodabsorpt ion
Biotreatment processes
Air stripping (with o r without heat)
When hazardous wastes have contributed to contamination of either
surface waters or groun dwa ters that have migrated off-site, the contami-
nated plume may be collected in wells and either treated off-site or
pumped back to the site where the contamination
is
located. Physical
barriers such as slurry walls may also
be
used to impede or prevent
contaminant migration.
In-situ treatment. In contrast to the surface treatment approaches
described abo ve, new developm ents have be en directed toward
the in-situ degradation of organic contaminants in groundwater.
There are two general approaches:
Injection of microorganisms and nutrients
Pumping groundwater, surface addition of organisms, and
reinjection (in this concep t, the aqu ifer bec om es th e reactor,
saving the costs
of
construction of reactors at th e surface)
At various stages in the bioremediation R&Dprocess, managers should
evaluate and upda te their perception
of
the com petitive positioning of their
technology versus alternative, competing technologies. Further
R&D
expenditures can then
be
focused o n areas that are likely
to
have usable,
commercially feasible results.
TECHNICALAND ECONOMIC ANAL.YSIS
OF ON-SITE
BIODEGRADATION
PROCESSES
As an example of the technical and economic analysis approach
to
evaluating conceptual remedial alternatives, a slurry-phase biodegradation
process for treatment of soils contaminated with organic compounds is
considered. A conceptual process is shown in
Figure
1.
The solids are
excavated, screened to remove oversize solids (which in this case, for
simplicity are o nly a small fraction), an d conv eyed to storage bins. From the
bins, the solids are conveyed
to
one
of
the bioreactors. The reactor
is
partially
filled with liquids before the solids are added. One tank is used
for
the
preparation of the chemical reagentdnutrients an d the addition of microor-
ganisms, if needed. The bioreactors are operated in batch m ode. When the
reaction is com plete, the slurry is discharged to settling pond s, wh ere most of
the solids separate from the solution. The overflow solution is fdtered and
collected in a tank for analysis prior to recycle or discharge. The treated
sol
can
be
returned to the excavation area after analysis indicates that the levels
of
contaminants a re
below
the target conce ntrations.
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PA U L R. AMMA GAYLE. KOCH
Figure 1. Conceptual Slurry-Phase Biodegradation Process.
Preparat ion Tanks
7
Waste Liquid
Storage Tanks
Recycle to Process
To disposal
Treated Soil
The process operating parameters are described in
Table
1.
It
is
assumed that the plant ope rates 350 days a year, twenty-four hours a day.
The
soil
slurries are h eated
to
the optimal temperature for the biodegra-
dation process.
As an illustration, a factored ca pital cost estimate for a project has been
developed an d is shown in Table 2. For this process the total investmen t
is calculated at about 2.3 million. N o t e that
it is
important to include all
foreseen capital costs, including not only purchased equipm ent, but also
installation, instrumentation, and other ancillaries, foundations and
site
improvements, land, engineering design, startup, taxes, and any other
exp ected costs. In addition, contingencies in the range of 5 percent to 35
percent should
be
added ; the amount
is
related
to
the level
of
engineering
detail available at the time of the estimate.
A n estimate of the operating costs is shown in Table 3. For this
example, the cost of chemical reagen ts is estimated at about 45per cubic
yard
( 33
per ton)
of
soils.Although most of the reagent costs should be
low, hydrogen peroxide, for example, could
be
very expensive. The
electrical energ y costs are calculated at ab out $20
per cub ic yard
( 15
per
ton). Intrinsically, the electrical m achinery requirem ents ar e low,However,
because of the long treatment times, the energy of the mixers in the tanks
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TECHNICALND ECONOMICNALYSESN THE DEVELOPMENTF B I O R E M E D I A ~ O NROCESSES
Table
1
Operating Parameters for the Slurry-Phase Biodegradation
Process.
Annual operation
Bioreadors
50
weeks per year
7 days per week
350 days per year
24 hours per day
20,000 gallons each
3 reactors
days per week
1 shift per day
25 to 30 percent
oils
slurry density
Operating
temperature
20
to 30
degrees Centigrade
Granular,
sandy soils
Table
2.
Illustrative Capital Cost Estimate for the Slurry-Phase
Biodegradation Process.
Item
Purchased equipment
Equipment installation
Insulation
Instrumentation and control
Piping
Electrical installation
Buildings and foundations
Yard improvements and service facilities
PHYSICAL
COST
Land
SUBTOTAL
Engineering design and construction
Stamp expense
Sales taxes and shipping costs
8
750
1 550
1 550
750
2 300
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PAULR AMMA GAYLE
.
KOCH
Table 3. Illustrative O perating Costs for Slurry-Phase Biodegradation
Process.
Bases: 5,924 cubic yards per
year
350
days
per
year
24
hours per day
New Investment: $2,226,901 (with 25%contingency)
Item
Unit
Cost ( /yd3)
1.
PROCESS MATERIALS
Reagents and miscellaneous
2.
UTILITIES
Electrical
energy
3. OPERATION
Hourly
and supervision
4 MAINTENANCE
Labor
and supplies
5. SAMPLING
AND
CHEMICAL ANALYSIS
6. OTHER
DIRECT OPERATING
COST
45
2
60
30
40
20
215
may beco me significant. Here is on e exam ple
of
ho w minimizing reaction
times can reduce operating costs. Th e third com ponen t is the cost
of
hourly
labor and supervision. The staffing requirements are very im po rta nt -to
minimize costs, the process should operate unattended as much as
possible. For the small throughput in this example, the labor and
supervision costs are estimated at abou t
$60
per cubic yard
( 45
pe r ton).
This example illustrates how th e con ceptua l design mu st consider staffing
needs.
Another cost item is maintenance-in this exam ple the cost is
calculated at about $30per cubic yard ( 23 pe r ton). Maintenance is directly
related to the plant d esign; the us e of state-of-the-art equ ipm ent an d simple
process designs can minimize maintenance nee ds. Because operation
is
at
ambient temperatures,
maintenance should be less of a factor in
bioremediation p rocesses than, say, high-temperature incineration equip-
ment. Sampling an d analysis
costs
we re estimated at 40 per cub ic yard
($30
per
ton).
If
the remediation
is
carried out by a contractor, there are typically othe r
indirect costs, which include project management and home office
suppo rt. In our example, these costs are estimated at approximately $20
per cubic yard
( 17
per ton).
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TECHNICAL
ND ECONOMICN LYSES
IN
TKE
DEVELOPMENTF
BIOREMEDIATIONROCESSES
Figure 2. Illustrative Treatment Costs for a Slurry-Phase Biodegradation Process.
400
300
9
u
Q
200
u,
c
v
u
c
.
C
=
1
0
Note : Cos ts are very spec i f ic
t
process and s i te
cond i t i ons .
There fore these cos ts shou ld not
be used for s i te or techno logy eva luat i ons .
5 10 15
20
Project Size (Thousand Cubic Yards)
I
25
Overall, the operating costs in the illustrative example total an
estimated
$215
per cubic yard
($165
per ton). These costs are for a
particular plant design and operating rate. An extension
of
the analysis
to
examine the costs as a function of a project size shows the importance of
the cost components described above (Figure 2). Although chemical
reagents and utilities are almost independent of the project size, unit labor
and maintenance costs, amortization, and profit decrease with larger
quantities
of
soils tested.
In-Situ Trea tme nt
To avoid costs and potential problems associated with excavation and
handling
of soils,
significant research and development efforts are being
devoted
to
in-situ treatment of contaminated soils and groundwater.
Concepts include biodegradation, and chemical and thermal processes, as
described earlier.
A conceptual in-situ biodegradation process is illustrated in Figure 3.
In contrast to the slurry phase reactor in Figure
1
the surface facilities are
reduced to essentially solution storage tanks, reagent makeup tanks, and
solution filtration equipment. A n array of injection and recovery wells
replace the slurry-phase bioreactors and the solids handling equipment.
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PAULR
AMMA
GAYLE.
KOCH
Figure
3.
Conceptual In-Situ Biotreatment Process.
Reagent Preparat ion Tanks
The net effect is a lower investment. An important difference, however,
is
that a slurry-phase reactor provides the most intimate contact between the
liquid and
soil
phases for reaction, whereas the naturally occurring ground
is an imperfect reactor for carrying out chemical reactions.
Estimates
of
the operating costs, assuming similar solution composi-
tions to the slurry-phase treatment process, are presented in Table 4 . The
apparent advantage
is
lower utilities, operation, and maintenance costs.
What is not captured in this cost estimate for in-situ treatment
is
the fact
that the overall effectiveness
for
contact between reagents and the
contaminants maybe very low and cleanup standards may not be reached
except after extraordinarily long times. Hence, treatment costs may actually
be more expensive than projected.
FOCUS OF R D
biodegradation system should be
to:
This simple analysis shows that the focus of research on this conceptual
1. Demonstrate adequate degradation
of
the hazardous organics to
meet cleanup standards.
126
REMEDIATION~~INTER
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TECHNICAL
ND
ECONOMICN LYSESIN THE DEVELQPMENTF BIOREMEDIATIONROCESSES
Table
4.
Illustrative Operating Costs for In-Situ Biotreatm ent.
Bases: 5,000 cubic yards per year
350
days per year
24 hours per day
New Investment:
$600,000
Unit
Cost ($/yd3)
tem
1.
PROCESS MATERIALS
Reagents and miscellaneous
2. UTILITIES
Electrical energy
3.
OPERATION
Hourly and
supervision
4 . MAINTTNANCE
Labor
and supplies
5 SAMPLING
AND
CHEMICAL
ANALYSIS
6
OTHER
DIREC OPERATINGCOST
5
3
40
7
40
15
150
2.
Ascertain cond itions that achieve the m aximum rates wh ile attaining
the goals
of
sufficient
or
complete b iodegradation.
3. Select reaction co nditions that use the lowest-cost reagents.
Laboratory stud ies should be conducted so that, to the extent possible, the
reaction cond itions simulate the larger scale reactions.
The next
step
in the evaluation p rocess is to compare the bioremediation
parameters
to
com peting alternative technologies. Is 215 per cubic yard
high or low? Is the process equally competitive at high volumes as at low
volumes? How does the process co mp are in me eting clea nu p goals? Will
permitting and public acceptance
be
an advantage or disadvantage
compared
to
alternative technologies? What is the likely return o n further
investment in
R&D?
If
these issues are addressed early, the success
of
bioremediation R D can
be
improved significantly by providing focus to
the
effort
and building the m anagement suppo rt critical for project success.
CONCLUSION
Biotreatment processes provide alternatives for the remediation of
contaminated
solids,
such as soils, sludges, and sediments, and for
contaminated groundwater. Engineers and regulators faced with the
remediation of these sources of toxic compounds have many treatment
R E M E D L A T I O N ~ ~ ~ R993/94 127
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PAULR
AMMA GAYLE
.
KOCH
alternatives from which to select. Many thermal, physical, chemical, and
biological treatment processes have been demonstrated on a large scale
and are
in
use. None
of
these processes
is
universally applicable
to
all
situations because of technical limitations and/or unacceptably high costs.
Bioremediation processes offer attractive options in situations where
organic contamination
is
the primary problem; and in many situations, the
costs are lower than competing technologies. However, before embarking
on potentially expensive and time-consuming R&D, it is important
to
examine technical and economic feasibility. By identlfying early on the
parameters that will lead
to
success, and by understanding alternative
technologies and their competitive position
in
the remediation market
place, companies can more effectively guide their R&D projects to
successful commercial results.
REFERENCES
1.
Jerger, D.D ., D.J. Cady, and J.H. Exner. 1993. Full-Scale Slurry-Phase Biological
Treatment
of
Wood-PreservingWastes.Paper presented at In Situ and On-Site Bioreclamation,
the S econd International Sympo sium, San Die go, April 5-8.
2.
Lewis, Ronald
F.
1993. SITE Dem onstration
of
Slurry-Phase Biodegradation
of
PAH
Contaminated Soil .
k
G
aste
43cApril): 503.
128 REMEDIATION/WINTER
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