-------
Ui
I
ARTICULAT
FREE GAS
PARTICULATE
REMOVAL
GAS
QUENCHING
AND
COOLING
PRODUCT
^LOW/MEDIUM
BTU GAS
LOW/MEDIUM
QUENCH LIQUOR
COOLING WATER
ACID GAS
REMOVAL
SORBENT OR REACTANT
LEGEND
—K
AIR EMISSIONS
LIQUID EFFLUENTS
SOLID WASTES
Figure 3-3. Flow diagram for the modules in the gas purification operation
-------
In this section, each of these modules and their
potential emission streams are discussed, although major empha-
sis is placed on the acid gas removal module. The processes
within each module which appear to have a reasonable chance of
eventual commercial application are identified. These processes
are then compared with respect to development status, contami-
nant removal effectiveness, operating characteristics, raw
material and utility requirements, and process limitations in
cases where it appears that there are a number of technically
feasible process options.
3.3.1 Particulate Removal Module
Removal of coal dust, ash and tar aerosols entrained
in the raw product gas leaving the gasifier is the primary func-
tion of this module. Specific processes commonly used to
accomplish this are:
cyclones,
electrostatic precipitators (ESP), and
water or oil scrubbers
As shown in Table 3-4, cyclones are used as an initial cleanup
step on all of the commercial gasifiers which are currently
operating in this country. This popularity of cyclones stems
from the fact that they are relatively inexpensive, low energy
consuming devices. Unfortunately, they are effective in removing
only the larger particulates; other techniques are necessary to
achieve efficient removal of small particulates. For example,
cyclone collection efficiencies for removing 10 ym particles
from a 1100°C (2000°F) gas stream have been reported to be 90%,
while the efficiency for removing 1 um particles is only about
40% (Ref. 22).
Extremely small particulates (1 um or less) can be
removed from the raw gas stream only by using more costly and
more energy intensive devices such as electrostatic precipi- ,
tators and/or wet scrubbers (which also serve to quench and cool
the product gas). Collection efficiencies of over 99.9% have
been reported in removing particulates from a raw gas produced
by a Koppers-Totzek gasifier using an ESP/wet scrubber in
combination (Ref. 23).
-66-
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When extensive cooling of the raw gas is not necessary
because of acid gas removal process temperature constraints, it
is not particularly useful to use wet scrubbers. For example,
an end use involving the direct combustion of the gas may not
require sulfur removal to meet sulfur emission requirements.
Since the use of a wet scrubber lowers the temperature of the
raw gas stream, the overall process thermal efficiency is re-
duced. In the final analysis, the increased cost of obtaining
additional particulate removal at this point must be balanced
against operating cost savings which result from decreased par-
ticulate loadings in subsequent process steps.
A summary of gas purification equipment used in a
variety of commercial and demonstration coal gasification plants
is shown in Table 3-4. This table gives some indication of how
the types of gas purification equipment used are dictated by the
end use of the product gas and by the gasifier and feed coal
type. For example, fuel gas produced by gasification of anthra-
cite coal usually requires only particulate removal because of
the low sulfur content of this fuel and the negligible quanti-
ties of tars produced. The gasification of bituminous coal or
lignite produces more tars and usually more sulfur compounds
than does the gasification of anthracite. The need to remove
these compounds, and the extent to which they must be removed,
is again dictated by the end use; fuels used in direct combus-
tion may require only limited particulate removal while those
used as synthesis gases must be further purified.
All particulate removal processes produce a solid
waste consisting mainly of the collected particulates (unreacted
coal fines and ash). Liquid effluents are also produced in the
case of wet scrubbers in the form of blowdown liquids and other
materials condensed or scrubbed from the raw gas. These liquids
will require considerable treatment to remove dissolved and
suspended organics and inorganics prior to their disposal or
reuse. The composition and quantities of these liquids will
depend upon the nature of the raw gas and the scrubbing process
employed.
3.3.2 Gas Quenching and Cooling Module
In the gas quenching and cooling module, tars and oils
are condensed and particulates and other impurities such as
ammonia are scrubbed from the raw product gas. Quenching in-
volves the direct contact of the hot raw gas with an aqueous or
an organic quench liquor. Extensive cooling of the gas stream
-67-
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occurs initially, primarily through vaporization of the
quenching medium. Further gas cooling can be accomplished
using waste heat boilers followed by air- and/or water-cooled
heat exchangers.
The choice of gas quenching and cooling processes to
be used depends upon the nature of the hot raw gas and whether
or not an acid gas removal process will be needed. Waste heat
recovery is always desirable but fouling problems due to tar and
oil condensation in the waste heat boiler must be considered.
In addition, it may be necessary to remove tar and oil constit-
uents from the gas prior to treatment in an acid gas removal
process to prevent contamination of the solvent. The amount of
cooling required is dictated by the acid gas removal process
temperature constraints.
The gas quenching and cooling module is a source of
liquid effluents and solid wastes. The liquid effluents consist
of the quench liquor and the tars and oils condensed in the
quenching process. The composition and amounts of these tars.
and oils depends on gasifier process considerations (coal type,
pressure, temperature, etc.) and the nature of the quenching
medium (i.e., water or light oil). The amount of condensate
produced is directly affected by the temperature to which the
gas is cooled. This liquid effluent stream, typically referred
to as a tarry gas liquor, requires extensive treatment prior to
reuse or disposal.
The solid wastes generated in the quenching and cool-
ing module primarily consist of coal dust and ash suspended in
the liquid effluents. Treatment, reuse and disposal options
for the liquid effluents produced as a result of product gas
cooling processes are discussed in Section 4.2.
3.3.3 Acid Gas Removal Module
Acid gases such as HaS, COS, CSa, mercaptans, and C02
are removed from the raw product gas in the module. Processes
used for acid gas removal may remove both sulfur compounds and
COz or they may be operated selectively to remove only the
sulfur compounds in cases where carbon dioxide removal is not
required to meet product gas specifications. For example, it
would not be desirable to remove COa from a pressurized, com-
bined-cycle feed gas.
-68-
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There are two reasons for removing sulfur compounds
from low/medium-Btu gases. One is to meet the emission regula-
tions for a utilization process such as direct combustion. The
other is to meet product gas specifications which are dictated
by the end use of the gas. In this section the acid gas removal
processes which appear to be best suited to low/medium-Btu gas
cleanup needs are identified and compared.
The processes used for acid gas removal may be divided
into two general categories:
High-temperature processes requiring minimal
cooling of the feed gas before treatment; and
Low-temperature processes requiring extensive
cooling of the feed gas before treatment.
Each of these general categories is discussed below. Major
emphasis is placed on low temperature processes because the high
temperature processes mentioned are still generally in early
stages of development.
High-Temperature Processes -
Presently; there are no commercially available pro-
cesses for removing acid gases from raw low-Btu gas at high
temperatures (>420°K, 300°F). Processes currently under develop-
ment involve the use of molten salts, molten metals, iron oxide,
and dolomite as hot sorbents. The specific developers of these
processes are:
Bureau of Mines (Iron Oxide)
Babcock and Wilcox (Iron Oxide)
• Conoco (Dolomite)
Air Products (Dolomite)
Battelle Northwest (Molten Carbonate)
IGT-Meissner (Molten Metal)
-69-
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High temperature acid gas removal, if feasible, would
have several advantages over existing low temperature processes.
The most significant of these is the higher overall thermal
efficiency which would result from the retention of the raw gas
sensible heat. Another potential advantage is the improvement
of gas heating value due to the reduced condensation of combus-
tible mid-boiling range hydrocarbons. Cooling equipment fouling
by tars and oils may also be minimized or eliminated.
Due to these advantages of high temperature cleanup,
much research and development effort in the acid gas removal
area has been aimed at developing high temperature processes.
These high temperature processes will probably be tested ini-
tially in second generation combined-cycle power generation
systems.
Low-Temperature Processes -
For purposes of this discussion, acid gas cleanup
processes that operate below 420°K (300°F) are defined as low-
temperature processes. Processes of this type are widely avail-
able, having been used in both the natural gas and chemical
process industries. The low-temperature processes considered
here can be further divided into the following categories:
Physical Solvent Processes
Chemical Solvent Processes
Combination Chemical/Physical Solvent Processes
Direct Conversion Processes
• Catalytic Conversion Processes
Fixed-bed Adsorption Processes
Table 3-8 presents the total population and development status
of the low-temperature acid gas removal processes which were
identified from available information. The following text pre-
sents a brief description of the processes in the six categories
listed above.
-70-
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Table 3-8. LOW-TEMPERATURE ACID GAS REMOVAL PROCESSES
Process Category
Process Name and Status*
Physical Solvent
Chemical Solvent
Amine Solvent
- Alkaline Salt Solution
Selexol a
Fluor solvent a
Purisol a
Rectisol a
o
Estasolvan
Union Oil b
Monoethanolamine (MEA) a
Diethanolamine (DEA) a
Triethanolamine (TEA) a
Methyldiethanolamine (MDEA)
Q
Glycol-amine
Diisopropanolamine (DIPA) a
Diglycolamine (DGA) a
Caustic Wash a
Seaboard °
Q
Vacuum Carbonate
Hot Potassium Carbonate a
Catacarb a
Tripotassium Phosphate c
Benfield a
Alkazid a
Sodium Phenolate
T a
Lucas
Continued
a Commercially Available
Under Development
c Obsolete/Inactive
d Pilot Plant
-71-
-------
Table 3-8. Continued
Process Category
Process Name and Status*
Ammonia Solution
Combination Chemical/Physical
Solvent
Direct Conversion
- Dry Oxidation
Liquid Oxidation
Chemo Trenn
Collins a
Amisol
Sulfinol a
Iron Oxide (Dry Box) a
Q
Activated Carbon
Glaus
Great Lakes Carbon Co.
Burkheiser
Ferrox
Konox
Gludd c
Manchester c
Cataban
Thylox c
Giammarco-Vetrocoke a
Fischer a
Staatsmijnen-Otto/ a
Autopurification
Perox c
Stretford a
Takahax a
CAS d
Commercially Available
Under Development
Obsolete/Inactive
Pilot Plant
Continued
-72-
-------
Table 3-8. Continued
Process Category
Process Name and Status*
Liquid Oxidation (Cont.)
Townsend
Wiewiorowski
Sulfonly d
Nalco d
Sulphoxide
Permanganate and Bichromate
Lacey-Keller
Sulfox d
Direct Oxidation a
Catalytic Conversion
Organic Sulfur to H2S
- Organic Sulfur to H2S
and SO2
Carpenter Evans
St
Peoples Gas Co.
Holmes-Maxted
British Gas Council
a
Iron Oxide Catalysts
Chromia-Aluminum Catalysts
Copp er-Chromium-Vanadium
Oxide Catalysts
Cobalt Molybdenum Catalysts
Appleby-Frodingham
Katasulf a
North Thames Gas Board
Soda Iron a
Continued
a Commercially Available
k Under Development
0 Obsolete/Inactive
d Pilot Plant
-73-
-------
Table 3-8. Continued
Process Category
Process Name and Status*
Fixed-Bed Adsorption
Activated Carbon
Raines d
Molecular Sieve e
Zinc Oxide a
Commercially Available
Under Development
Obsolete/Inactive
Pilot Plant
References: 24, 25, 26, 27, 28, 29, 30, 31, 32, 33,
34, 35, 36, 37, 38, 39, 40, 41, 42
-74-
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Physical Solvent Processes - remove acid gases from
the raw product gas by physical absorption in an organic sol-
vent. ^ These processes must operate at high pressures since the
solubilities of acid gases in the solvents are not sufficiently
high at low pressures. Most of the solvents used in these
processes have an appreciably higher affinity for H2S than for
C02, and can therefore be used in a manner that allows for
selective removal of H2S.
Chemical Solvent Processes - remove acid gases by
forming chemical complexes.In most of these processes the sol-
vent is regenerated by thermal decomposition of the chemical
complex. These processes are generally identified by the type
of solvent used. Amine, ammonia, and alkaline salt solutions
are the three solvents in common use.
Combination Chemical/Physical Solvent Processes - use
a physical solvent together with an alkanolamine chemical sol-
vent additive. The physical solvent absorbs acid gases such as
082> mercaptans, and COS, which are not easily removed by chemi-
cal solvents, while the chemical solvent removes the bulk of the
C02, H2S, and HCN.
Direct Conversion Processes - produce elemental sulfur
from H2S by oxidation.Some of these processes, such as the
Glaus and Stretford processes, are not classified as acid gas
removal processes in this report; however, they could be used as
such. These direct conversion processes are divided into two
general categories; dry oxidation and liquid phase oxidation.
Catalytic Conversion Processes - are divided into two
categories"! a) those that convert organic sulfur to H2S, and
b) those that convert organic sulfur and H2S to S02. Most of
these processes are generally not considered to be acid gas
removal processes; however, they can be used to convert hard-to-
remove acid gases such as COS, CS2, and mercaptans into com-
pounds such as H2S and S02, which can then be handled by other
acid gas removal processes.
Fixed-Bed Adsorption Processes - remove acid gases by
adsorption on a fixed sorbent bed.The amount of acid gases
removed is dependent on the surface area available for adsorp-
tion. Regeneration of the sorbent is accomplished by thermal
methods or by chemical reaction.
-75-
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Low-Temperature Process Prioritization -
The low-temperature acid gas removal processes
presented in Table 3-8 were screened to identify those processes
which have the highest probabilities of near-term application in
low/medium-Btu gasification systems. The following criteria
were used as bases to identify these processes.
Applicability to low/medium-Btu gasification
• Development status
Environmental impacts
Energy requirements
Costs
Process limitations
In the following text a discussion of how these criteria were
applied to the low-temperature acid gas removal processes is
presented.
Applicability to low/medium-Btu gasification - This
criterion was used to eliminate those processes which are not
capable of reducing acid gas concentrations to levels which
will meet specific end use product gas specifications and to
determine which processes have operated successfully in coal
gasification systems. At present, only two processes, Rectisol
and Benfield, have been used in commercial coal gasification
processes. However, many other processes have been successfully
operated in the natural gas and refinery industries and should
be technically acceptable for removing acid gases from coal
gasification product gas.
Development status - This criterion was used to
determine whether a process is under development, commercially
available, or in declining use. Only those processes which are
currently commercially available were given detailed considera-
tion.
Environmental impacts - This criterion involved
characterizing the discharge streams from each process and
-76-
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investigating potential control technologies for the hazardous
constituents in those streams. There are commercially available
techniques for controlling all of the discharge streams from the
processes which appear, to be applicable to low/medium-Btu gasi-
fication process cleanup needs.
Energy requirements - Processes that require excessive
amounts of energy or special utilities were eliminated from
further consideration for purposes of this analysis.
Costs - Costs were not used specifically as a basis
for the elimination of any acid gas removal processes, however,
it was assumed that commercially available processes are gener-
ally competitive with respect to capital and operating costs.
Process limitations - Process limitations with respect
to unusual raw materials requirements, sensitivity to variations
in feedstocks and operating parameters, and ability to achieve
required product gas specifications are important considerations
in the selection of a process. These limitations can take
several forms including unfavorable economics and actual process
operating problems. For example, certain compounds which may be
present in the raw gas feed can be the cause of solvent degrada-
tion problems. This is both an economic and operating problem
because of the cost of replacing the solvent and because the
degradation products may adversely affect the process perfor-
mance. Another example of an operating parameter limitation is
the high acid gas partial pressure required for economical
operation of physical solvent type processes.
Promising processes - Using the criteria described
above, the following were identified to be the processes which
appear to have the greatest likelihood of near-term commercial
application:
Physical Solvent Processes
Rectisol - Estasolvan
Selexol - Fluor Solvent
*
- Purisol
-77-
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Chemical Solvent Processes
- MEA - DIPA
- MDEA - DGA
- DEA - Benfield
Combination Chemical/Physical Solvent Processes
- Amisol - Sulfinql
Direct Conversion Process
- Stretford
A detailed discussion of the Stretford, Glaus and
other prioritized sulfur emission control processes is presented
in Section 4.1.2. It should be emphasized that the acid gas
removal processes listed above were selected using currently
available data. Additions to or deletions from this list are
likely as new information is obtained.
Low-Temperature Process Comparison -
In this section, the acid gas removal processes just
discussed are compared on the basis of their similarities,
advantages, and limitations. Important considerations in this
comparison include feed gas composition, operating conditions,
and ability to meet required product gas specifications. The
primary acid gas removal processes are compared in Table 3-9
with respect to:
Control effectiveness,
Ability to be operated selectively
(removal of H2S),
Utility requirements,
• Discharge streams requiring further control,
By-products, and
Process limitations.
-78-
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Table 3-9. COMPARISON OF LOW TEMPERATURE
ACID GAS REMOVAL PROCESSES
Control Effectiveness
• H2S
• C02
• COS/CS2
• R-SH
• HCN
• NIlj
MEA
99.9+Z
99+Z
D
D
DNA
DNA
HDBA
99.9+Z
99+Z
DNA
DNA
DNA
DNA
DEA
99.9+Z
95+Z
90-99Z
DNA
DNA
DNA
DIPA
99.9+Z
DNA
DNA
DNA
DNA
DNA
DGA
99.9+Z
99+Z
D
D
D
DNA
Benfleld
99.9+Z
99.9+Z
75-99Z
68-92Z
99+Z
DNA
Capable of Being DNA yes DNA yes DNA yes
Operated Selec-
tively (to remove
HjS without CO2
Operating Requirements
• Steam / / / / / /
• Electricity / / / / / /
• Cooling Water / / S / / /
• Fuel Gas
• Chemicals S
Discharge Streams
Requiring Further
Control
• Caseous / / / / / /
• Aqueous / NR NR NR / /
. Solid NR NR NR NR NR NR
By-Products NR NR NR NR NR NR
Process Limitations Organic Corrosion Corrosion Organic
•ulfur problems problems sulfur
compounds greater greater compounds
degrade than MEA than MEA degrade
solvent solvent
-79-
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Table 3-9.
COMPARISON OF LOW TEMPERATURE
ACID GAS REMOVAL PROCESSES
(continued)
Physical solvent processes Combination processes
Rectlftol Stlexol Purlool Estasolvan Fluor solvent Sulflnol Aniaol
Control EffectivcnPHfl
• H,8
• CO,
• C08/CS,
• R-SII
• HCN
• HH|
99.9+Z
V9.94Z
99.9+2
99.9+Z
DNA
DNA
99.9+Z
99. 9
DMA
DNA
99.9+Z
99.9+Z
99+Z
DNA
DMA
DNA
99.9+Z
99.9+Z
98+Z
97+Z
DNA
DNA
99.9+Z
99.9+Z
DNA
DNA
DNA
DNA
99.9+Z
99+Z
90+Z
90+Z
DNA
DNA
99.9+Z
99+Z
99+Z
DNA
DNA
DNA
Capable of Being
Operated Selec-
tively (to remove
H2S without C02
yes
yes
yes
yes
yes
yes
DNA
Operating Requirements
• Steam / / /
• Electricity / / /
• Cooling Water / / /
• Fuel Can / / /
• Chemicals / / /
Dlichargn Streams
Ruquirlno Furthpr
Control
• Gaieou*
• AqueouR
• Solid
/
/
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
By-Products
Napbtha
NR
HI
NR
NR
NR
NR
Process Limitations
Low trap.
required
to limit
solvent
lostea;
retains
heavy hy-
drocarbons ,
high
pressure
Rataina
haavy
hydro-
carboos,
high
pressure
Retains Retains Retains
heavy hy- heavy hydro- heavy hy-
drocarbons, carbons, drocarbone,
high high high
pressure pressure pressure
Solvent is
expensive
NR - none reported
DNA - data not available
0 - solvent dogrndcB forming nonrcgonsrablc compounds
/ - indicates presence of a utility requirement or discharge stream
-80-
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The following text summarizes the major conclusions derived from
the information presented in this table.
Control effectiveness - The control effectiveness is
reported in Table 3-9 as the percentage removal of an input
species that can be obtained by the process. In some cases a
compound may be removed but in a nonregenerable manner. This is
indicated in the table by the symbol (D) indicating solvent degra-
dation. An example of this is the removal of COS, CS2, and R-SH
with the MEA process. All of the processes can meet the most
stringent H2S product gas specification of 4 ppmv or less and
most can meet a C02 specification of less than 1.0 vol. %.
Selective H2S removal - The need for selective removal
of H2S depends on the end use of the cleaned, desulfurized gas.
Most product gas utilization options require extensive desulfur-
ization of the raw gas. If the gas is to be used for combined
cycle power generation, the removal of C02 is not desirable
since it would reduce the amount of useful work which would be
recovered in the gas turbine section. For simple combustion
applications, removal of C02 will increase the heating value of
the gas. However, this advantage must be weighed against the
added cost of removing the C02.
Utility requirements - The entries in this section of
the table are intended to show how the processes compare with
respect to utility requirements. This is important in process
selection as some utilities may not be readily available at all
sites. The presence of a check (/) indicates the types of
utility required by the processes. These utility requirements
have not been quantified at this point.
Discharge streams requiring further control - The
purpose of this section is to indicate the types of discharge
streams, gaseous, aqueous, or solid produced by each process
which require further control prior to disposal. All of these
processes produce gas streams which must be treated further to
remove H2S and other sulfur compounds before the streams may be
discharged to the atmosphere. While most of the processes do
not report an aqueous effluent stream, all require periodic
solvent blowdown to prevent buildup^ of contaminants and solvent
degradation products. Some of the'processes, such as Rectisol
and Purisol do produce a condensate or blowdown stream which
will require further treatment prior to disposal. Solid wastes
removed from these processes would include coal fines and ash
-81-
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entrained in the process gas feed and solvent degradation
products. These wastes will be contained in the solvent blow-
down stream.
By-products - In this entry, by-products from the acid
gas removal processes are shown. While only one process,
Rectisol, is known to produce a naphtha by-product, many of the
other processes should produce similar by-products when used in
coal gasification systems.
Process limitations - In this section, major process
limitations specific to each process are briefly listed. In
some cases these limitations may be serious enough to eliminate
the process from consideration for a particular application.
For example, if the gas to be treated contains large amounts of
organic sulfur compounds (>150 ppmv), serious consideration must
be given to the economics and potential operating problems which
may occur if the MEA process is selected. In other cases, the
limitation may present a problem which is not serious enough to
eliminate a process. For example, the corrosion problems which
have been experienced with the DEA and other processes may be
eliminated by a careful selection of materials of construction.
Another limitation which affects acid gas removal
process selection is the pressure of the cooled gas stream. Low
pressures, less than 1.7 MPa (250 psia), eliminate physical sol-
vent processes from prime consideration since they require
significant acid gas partial pressures to be economical. At
pressures greater than 1.7 MPa, all of the processes can be used
successfully but the physical solvent processes become more
economical at high pressures.
3.3.4 Discharge Stream and Control Technology Summary -
Gas Purification Operation
Air Emissions -
The modules in the gas purification operation are
sources of hazardous air, water, and solid waste emission
streams. The air emissions from the acid gas removal module
may contain C02, H2S, COS, mercaptans, NH8, hydrocarbons, and
other toxic constituents. These emissions require treatment
before being vented to the atmosphere. Treatment methods for
these pollutants, primarily hydrocarbon control and sulfur
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control processes, are commercially available and are discussed
further in the Air Pollution Control Section.
Liquid Effluents -
Liquid effluents from this operation may contain a
variety of pollutants such as tars, oils, phenols, dissolved
acid gases and hydrocarbons, and trace elements. These effluents
will therefore require treatment prior to reuse or disposal.
The composition of these liquid effluents will depend upon the
nature of the raw gas from the gasifier, the method of raw gas
cooling used, and the specific acid gas removal process employed.
All of the acid gas removal processes mentioned here, except for
the Benfield process, use some type of organic solvent which
will be present to some extent in these streams. In addition,
solvent degradation products will be present which may be diffi-
cult to treat with currently available water pollution control
processes. The Benfield process uses an inorganic potassium
carbonate solvent which will be present to some extent in the
blowdown stream from this process. Treatment of this stream
using processes currently available should present minimal prob-
lems. Processes available to treat these effluents are discussed
in the Water Pollution Control Section.
Solid Wastes -
Solid wastes are generated by all of the modules in
this operation. These solid wastes are composed primarily of
unreacted coal fines and ash entrained in the raw product gas.
These solids may be collected dry by cyclones or electrostatic
precipitators or they may be collected wet in the quenching and
acid gas removal process. In the case of wet collection, the
solids may be suspended in the quench liquor and/or the acid gas
removal process solvent. These solid wastes may be a usable
by-product or they may require ultimate disposal which is dis-
cussed in the Solid Waste Pollution Control Section.
In addition to the solid wastes discussed above, some
of the solvent degradation products may exist in solid form.
These contaminants will be removed in the solvent blowdown
stream. Proper treatment of these compounds may represent a
significant research and development need since they may not be
compatible with existing wastewater treatment processes.
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SECTION 4.0
POLLUTION CONTROL MODULES
Air emissions, liquid effluents, and solid wastes from
the process operations described in Section 3.0 will require
pollution control modules. The function of these modules is to
achieve levels of control that are consistent with environmen-
tally acceptable plant practices.
Air pollutants from low-Btu gasification processes are
primarily coal dust, coal feeder vent gases, combustion gases,
process tail gases and tank vents. These streams are processed
in various combinations of control modules to achieve particu-
late control, sulfur control and recovery, hydrocarbon control
and nitrogen oxides control. These modules and their use are
described in Section 4.1.
Water pollution control includes treating modules
designed to separate oils from aqueous liquids and to remove
solids, and organic and inorganic compounds from wastewaters.
The ultimate design philosophy for water pollution control
systems embodies the concept of zero liquid discharge in which
all used water is treated then recycled to the process operations
and their supporting auxiliaries. Solid wastes and by-products
are removed from the wastewater and sold or disposed of. The
rationales for the selection and arrangement of wastewater
treating systems are described in Section 4.2.
Reducing solid wastes to unobjectionable, nonpolluting
products and by-products also requires the use of specific pro-
cessing modules. These modules are described in Section 4.3.
The multimedia waste streams and the pollution control
modules are described in the following section only in such
detail as to characterize the waste streams and the control '
module designs. More detailed descriptions of the pollution
control modules are provided in Appendices C, D, and E.
-84-
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4.1 AIR POLLUTION CONTROL
The air pollution control modules receive contaminated
gaseous emissions from the various process operations within low/
medium-Btu coal gasification plants and reduce the concentrations
of these contaminants in the gas streams to levels acceptable for
discharge to the environment. There are four basic control
modules:
Particulate Control
Sulfur Control .
Hydrocarbon Control
Nitrogen Oxide Control
A flow diagram of these modules is presented in
Figure 4-1. In this figure, the gaseous effluents which may be
directed to these four modules and potential flow paths between
the modules are identified. The nature of the contaminated
gaseous effluents dictate which modules are required to treat
the gases.
The gaseous effluents of major concern in this environ-
mental assessment program are the process tail gases from the
acid gas removal module and wastewater stripping process. These
streams contain the bulk of the sulfur originally present in the
coal feedstock along with substantial quantities of hydrocarbons.
Sulfur and hydrocarbon control techniques are therefore given
prime emphasis in this section.
There are many proven processes available for use in
the sulfur control module. A list of sulfur control processes
which are or will be of primary interest in low/medium-Btu
gasification technology was prepared. The prioritization cri-
teria discussed in Section 3.0 were also used in classifying
these processes.
Because of the importance of the sulfur and hydro-
carbon control modules, detailed process and discharge stream
data sheets for the high-priority sulfur control processes and
the hydrocarbon control processes were prepared. These data
sheets, which are included in Appendix C, contain the following
types of information for each process:
-85-
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00
o\
MREM33MNS
UO«P EFFIUEMTO
•^VSOUO WASTES
Figure 4-1. Flow diagram for the modules in the air pollution control operation
-------
Flow diagrams
Commercial applications
Operating parameters
Raw material and utility requirements
Process advantages and limitations
Discharge stream compositions
In the following sections, each of the air pollution
control modules are discussed with respect to a) the types of
gaseous effluents to be treated, b) the processes capable of
treating these effluents, and c) the operating principles and
waste streams associated with each process. The advantages and
disadvantages of the processes and their applicability to low/
medium-Btu gasification are also addressed.
4.1.1 Particulate Control Module
Coal dust from the coal pretreatment and coal gasifi-
cation operations are the principle particulate emissions
requiring control. Other emission sources include the ash
handling system and the permanent coal storage pile. The
severity of the particulate emission problem will vary from
site to site. Water sprays are used at coal conveying transfer
points at some sites; however, these may or may not be effective
control devices.
The control of particulate emissions actually entails
three steps. First, the particulate containing gases must be
collected and directed to the control process. For example, a
coal conveyor belt might be completely enclosed, with the vapor
space vented to the control process. Next, the particulates
are removed from the gases; and finally, the collected particu-
lates are removed from the control process.
The many processes and variations of processes that
could be used to control particulate emissions from coal gasi-
fication processes are generally divided into the following
four categories, based on the collection mechanism used:
-87-
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Mechanical Collectors
Electrostatic Precipitators
Wet Collectors
Afterburners
Mechanical Collectors -
Mechanical collectors remove particulate matter from
gas streams by the actions of physical forces such as gravity,
centrifugal force, impingement, and diffusion. Three types of
mechanical collectors which are widely used to control particu-
late emissions from industrial processes include:
Settling chambers
Cyclones
Filters
The effectiveness of each of these types of collectors depends
mainly upon the size distribution of the particulate matter and
the flow rate and physical properties of the gas stream. Fil-
ters generally provide better collection efficiencies than the
other two types of collectors, especially if very small par-
ticles (<5 urn) must be collected.
Electrostatic Precipitators -
Electrostatic precipitators (ESP's) remove particulate
matter from gas streams by the action of an electrical field on
charged particles. Two types of ESP's (high- and low-voltage)
are commercially available.
High-voltage ESP's are used most frequently when pre-
dominantly small particles (<20 ym) must be removed from large /.
volumes of gas. Collection of particulate matter by high-voltage
ESP's involves three basic steps:
Transmitting an electrical charge
to the particulate matter.
-88-
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Collecting the charged particles
on a grounded surface.
Removing the collected particulates
from the precipitator.
Because of the high collection efficiencies associated with
high-voltage ESP's they are generally applicable to control of
particulate emissions from coal gasification plants.
Low-voltage ESP's are two-stage devices which were
originally designed to purify the inlet air to air-conditioning
systems. They are used only to treat small volumes of gas con-
taining nonsticky liquid particulates, and they do not collect
solid particulate matter. For this reason, it does not appear
that low-voltage ESP's will play an important role in low/medium-
Btu gasification technology.
Wet Collectors -
Wet collectors use a liquid, usually water, either to
remove particulate matter from a gas stream by direct contact or
to increase collection efficiency by preventing reentrainment of
the collected particles. There are many types of wet collectors,
all of which are some variation of a spray chamber or a wet
scrubber. The principal mechanisms by which particulate matter
is contacted with the liquid in these collectors are:
Interception • Diffusion
Gravitational force • Electrostatic forces
Impingement • Thermal gradients
Wet scrubbers are relatively high energy using devices.
This is especially true in those designed for highly efficient
particulate removal. For this reason, wet scrubbers often do
not compare favorably with mechanical collectors or ESP's, in
applications where particulate removal is the only control re-
quired. Scrubbers can be useful when dealing with troublesome
particulates (e.g., a sticky metal fume) or when concurrent
removal of another pollutant such as S02 is required. Therefore,
while a baghouse or ESP's might be better suited to the removal
-89-
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of coal and ash dust from gas streams which are collected in the
vicinity of solids handling operations, wet scrubbers appear to
have application in the removal of particulates and S02 from on-
site combustion stack gases.
Afterburners -
Direct flame afterburners can be used to remove combus-
tible particulates from gas streams. Generally, they are used to
control fumes, vapors, and odors when relatively small quantities
of combustible matter are present.
Process Comparison -
The relative merits of these particulate control
devices are summarized in Table 4-1. Baghouse filters and high-
voltage ESP's appear to be best suited to the requirements of
coal gasification plants because of their high efficiencies in
the collection of fine particulate matter. However, final
selection of a particulate control device will also depend on
its capital and operating costs, and on how effectively the
device can be integrated into a particular gasification plant.
Particulate emissions from portions of the gasification plant,
such as the ash handling system, are not completely combustible;
afterburners would be ineffective in controlling this emission.
Also, direct flame afterburners usually require supplemental
fuel.
Particulate Control Module Discharge Streams -
The particulate control module can be a source of air
emissions, liquid effluents and solid wastes. Properly treated
air emissions are essentially particulate-free gases which may
or may not require additional treatment for control of sulfur
compounds, hydrocarbons, or nitrogen oxides. For example, the
coal dust-laden air collected from the vicinity of the coal
handling operations can generally be vented to the atmosphere
after the particulates have been removed. Combustion gases from
on-site power generation facilities, on the other hand, may '
require additional treatment, e.g., for S02 removal.
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Table 4-1. SUMMARY OF PARTICULATE CONTROL DEVICES
Device
Advantage*
Disadvantage*
Contents
Mechanical Collectors
1. Settling Chambers
Low Energy Devices
Large size due to high
residence time and low
flow requirements
Low removal efficiency for
fine participates
Does not appear to be well suited
to coal gasification plant parti-
culate control applications.
2. Cyclones
3. Filters (Baghouses)
Mechanically Staple
LQW Cost
High collection efficiency
Not an effective collector
of fine participates
Caking/Plugging problems
incurred with wet, saturated
gases
Is a low energy device for large
participates, but requires higher
energy dissipation to remove fine
particulates.
Medium Energy Device.
Of Che mechanical collectors,
probably the best suited to the
control of gasification plant coal
and ash dust emissions.
VO
f-1
i
Electrostatic Precipitators
1. High-Voltage
2. Low-Voltage
Wet Collectors (Scrubbers)
Afterburners
1. Direct Plane
High collection efficiency
Suitable for fine particulate
collection
High gaa flows can be treated
Can collect liquid and solid
particulate matter
Low voltages required
High efficiency can be obtained
with certain scrubber types
High removal efficiency
Simple construction and low
maintenance
High voltages required
Sticky liquids can collect on
the collection electrode and
decrease efficiency
Cannot handle solid or sticky
liquid particulate natter
Liquid wastes are produced
To obtain high collection effi-
ciencies requires high energy
dissipation
Requires auxllllary fuel
Can handle only combustible
particulates
Fir* hoiarda
Very effective device for removing
fine particulates from large gas
flows. Typical applications have
been on coal fired boiler flue gave*
Since only application is to non-
sticky liquid particulates, this de-
vice does not appear to be suited to
coal gasification plant parciculate
control applications-
The need for treating the resultant
liquid waste detracts from wet scrub-
bers as a particulate-only control
device.
The fuel penalty associated with par—
ticulate-removal-only afterburner*
detracts from their applicability.
-------
Liquid effluents are generated only when wet
collectors are utilized for particulate control. These
effluents are directed to the water pollution control operation
for treatment. Solid wastes mainly consist of coal dust and
ash. The coal dust may be disposed of (e.g., as landfill), used
as a fuel, or sold as a by-product, while the ash is generally
used as landfill.
4.1.2 Sulfur Control Module
All operations in low/medium-Btu coal gasification
plants are potential sources of sulfur-bearing gaseous effluents.
Examples of these effluents are:
Tail gases from the acid gas removal module,
On-site power generation flue gases,
Vent gases from the water pollution
control module,
Coal feeder vent gases from the coal
gasification module, and
Gases from the particulate module.
The function of the sulfur control module is to reduce the con-
centrations of the sulfur compounds such as H2S, COS, CS2„ and
S02 to levels acceptable for discharge to the environment.
The processes capable of removing sulfur compounds
from gas streams can be divided into three general categories.
Primary sulfur recovery processes
Tail gas cleanup processes (secondary recovery)
Sulfur oxides control processes (
The principles of operations of the sulfur control
processes are discussed in the following paragraphs. A priority
list, based on the merits of each process, is presented.
-92-
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Primary Sulfur Recovery Processes -
There are numerous processes based on removal of
sulfur compounds from gas streams, followed by recovery of the
sulfur as a by-product. These direct conversion processes can
be classified as either dry oxidation or liquid phase oxidation
and are listed in Table 4-2. The principle of operation in-
volves the oxidation of sulfur compounds to elemental sulfur,
which is a salable by-product. The two most widely used direct
conversion processes are the Glaus (dry oxidation) and the
Stretford (liquid phase oxidation) processes.
Tail Gas Cleanup Processes -
Tail gas cleanup processes are used to remove and, in
some cases, recover the sulfur compounds remaining in the tail
gases of primary sulfur recovery processes. These processes,
when combined with a Glaus unit for example, can provide an
overall sulfur removal effectiveness of up to 99.9+%. Commer-
cially available tail gas cleanup processes are classified as
follows:
Process Type Process Name
Removal of sulfur compounds Beavon
and recovery of elemental Cleanair
sulfur CBA
Sulfreen
Reduction of sulfur compounds SCOT
to H2S which is recycled to a Trencor-M
Glaus unit
Sulfur Oxides Control Processes -
Sulfur oxides control processes are not major func-
tions within coal desulfurization plants. They are primarily
flue gas desulfurization processes and are generally used to
control sulfur emissions from on-site coal-fired heaters and
boilers. Therefore, these processes are not discussed in
detail in this report.
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Table 4-2. DIRECT CONVERSION PRIMARY SULFUR RECOVERY PROCESSES
Dry Oxidation Processes
Iron Oxide (Dry Box)
Activated Carbon
Glaus
Sulfreen
Great Lakes Carbon
Liquid Oxidation Processes
Burkheiser
Ferrox
Konox
Gludd
Manchester
Cataban
Thylox
Giaromar co-Vetro coke
Fischer
Staatsmijnen-Otto
Autopurification
Perox
Stretford
Takahax
C.A.S.
Townsend
Wiewiorowski
Sulfonly
Nalco
Sulphoxide
Permanganate and Dichromate
Lacey-Keller
Sulfox
Direct Oxidation
References: 43, 44, 45
-94-
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There are three primary types of sulfur oxides
control process: nonregenerable, regenerable, and catalytic
conversion. Nonregenerable processes remove SOX from gas
streams by sorbing and/or reacting the SOX with an alkali salt.
The products formed from these processes are not suitable for
reuse and require disposal. Regenerable processes remove SOX
by absorption, reaction, and/or adsorption, and produce salable
or reusable products. SOX control processes using catalytic
conversion either oxidize or reduce the SOX to form solid or
liquid by-products.
While there are numerous sulfur oxides control pro-
cesses available, most of them have not been completely proven
in commercial applications and are still in a developmental
stage. For this reason data on removal efficiency, utility
usage, reliability and costs are not available for many of the
processes.
Process Prioritization -
The sulfur control processes with the highest likeli-
hood of being used in future coal gasification plants were
selected using the criteria discussed below.
Applicability - Sulfur emissions consist mainly of
H2S, COS, CS2 and mercaptans. Flue gas desulfurization (SOx
removal) is not a principle process need.
Development status - Only commercially available
processes were considered.
Environmental impacts - Processes producing troublesome
secondary effluent streams were not considered to be promising.
For example, the Phylox and the Giammarco-Vetrocoke processes,
use arsenic-based solutions and purge streams from these pro-
cesses would contain arsenic compounds. They were not included
among the promising sulfur control processes.
Energy requirements - This criterion was used to
eliminate processes requiring excessive amounts of energy.
-95-
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Costs - Limited economic data were available for these
processes. It was assumed that all "promising" processes are
competitive on a cost basis.
Process limitations - This criteria was used to
identify special raw material requirements, sensitivity to varia-
tion in feedstock and operating parameters, and the ability to
meet sulfur emission requirements. Some processes simply cannot
remove contaminants to desired levels. For example, the
Stretford process, while effective in removing HaS, does not
remove organic sulfur compounds such as COS and CS2.
Promising processes - Using the above criteria, the
following sulfur control processes were identified as those that
will most likely be used in coal gasification plants in the near
future:
Primary Sulfur Recovery Processes
Glaus
- Stretford
Tail Gas Cleanup Processes
Beavon
- SCOT
These processes are compared in Table 4-3. Detailed information
on each promising sulfur recovery and control process is pre-
sented in Appendix C. It must be emphasized that no process has
been totally eliminated from consideration. As new data become
available, it may be necessary to add or delete processes from
the above list.
Sulfur Control Philosophy -
The combinations of sulfur control processes that
might be used to treat three types of contaminated gases are
discussed in the following paragraphs. The three example gas
streams are characterized as those containing:
-96-
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Table 4-3. SUMMARY OF SULFUR RECOVERY AND CONTROL PROCESSES
Sulfur recovery process
Tall gas cleanup processes
Claus
Stretford
Beavon
SCOT
Wellman-Lord
Development Status
Commercial
rcial
Commercial Commercial
Commercial
Control Effectiveness
• H2S 90-951
• COS/CSj 901
• R-SH 95X
• HCH . DNA
• NHi DNA
• Hydrocarbons 90Z
99.9+1
99.9+Z
98+Z
DNA
D
DMA
99.8+Z
98+Z
DNA
DNA
DNA
99.0+Z
99+Z
99+Z
DBA
DNA
Operating Requirements
• Steam
• Electricity
• Cooling Water
• Fuel Gas
• Chemicals
(Including
catalyst)
• Process Water
Discharge Streams
Requiring Further
Control
• Gaseous /
• Aqueous
• Solid /
/*
By-Products
• Sulfur
• Other
SteaB
Applicability To
Coal Gasification
• Proven
• Technically
Feasible
Process Limitation*
High hydro-
carbon feed
can result
In formation
of organic
sulfur coo-
pounds
Does not
remove
organic
sulfur
compounds
*If organic aulfur compoundo ara present in food atresn
D - Solvent degrades forming nonregenareble compounds
DNA - Data not available
/ - Indicates presence of an operating requirement, discharge stream,
by-product, or applicability characteristic
-97-
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small amounts of H2S and organic
sulfur compounds,
large amounts of organic sulfur and
small amounts of H2S, and
large amounts of H2S and small amounts
of organic sulfur compounds
If high concentrations of hydrocarbons are present in any of
these streams, further treatment by the hydrocarbon control
processes discussed in Section 4.1.3 will be required. The
following are examples of control schemes that are capable of
removing 99.9+70 of the sulfur compounds from the three gas
streams listed above.
Example 1 - Figure 4-2 shows a potential control
scheme for a feed gas containing small amounts of H2S and
organic sulfur compounds. This stream may be treated in a
Stretford unit for sulfur recovery. However, it may be neces-
sary to incinerate the Stretford tail gas to control hydrocarbon
emissions or to convert the remaining sulfur species to S02
prior to release into the atmosphere.
Example 2 - For a feed gas containing large amounts of
organic sulfur but little H2S, the control scheme shown in
Figure 4-3 may be used. This is basically the same as that
described in Example 1 except that an organic sulfur compound
conversion process step is added before the Stretford unit. In
this process step, organic sulfur compounds such as COS, CS2,
and mercaptans are catalytically converted to H2S. The H2S can
then be removed by the Stretford unit.
Example 3 - Gas streams containing large amounts of
H2S but low hydrocarbon and organic sulfur contents, such as
might be produced from a selective acid gas removal process,
can be controlled using the scheme presented in Figure 4-4. At
high concentrations of H2S Qll5 vol %) a Glaus unit becomes
economically attractive for sulfur recovery. The tail gas from
the Glaus unit would still contain significant quantities of
sulfur and would need further control. Because of the low hydro-
carbon content of the feed gas, little organic sulfur is formed
in the Glaus process; therefore, a Stretford process is suitable
for tail gas cleanup. This is desirable since a selective acid
-98-
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SULFUR (D
RECOVERY
I
«*>
PROCES
CONDEN-
SATE
TO INCINERATION
TOWASTEWATER
TREATMENT
LOW ORGANIC SULFUR AND LOW H2S. EITHER PRODUCT GAS FROM GAS COOLING
OR ACID GAS FROM ACID GAS REMOVAL PROCESS
STRETFORD PROCESS SUITABLE
Figure 4-2. Treating sequence for example 1
-------
ORGANIC
SULFUR
CONVERSION
O
O
ROCESS
CONDEN-
SATE
TO
INCINERATION
TO WASTEWATER
TREATMENT
HIGH ORGANIC SULFUR AND LOW HgS. EITHER PRODUCT GAS FROM GAS COOLING
OR ACID GAS FROM AN ACID GAS REMOVAL PROCESS
STRETFORD PROCESS SUITABLE
Figure 4-3. Treating sequence for example 2.
-------
SULFUR
RECOVERY
)
(2)
w
I
l-»
o
ROCESS
CONDEN-
SATE
PROCES
CONDEN
SATE
TO
INCINERATION
TOWASTEWATER
TREATMENT
® LOW HYDROCARBON AND LOW ORGANIC SULFUR, HIGH H2S
(2) GLAUS PROCESS SUITABLE
(3) STRETFORD PROCESS SUITABLE
Figure 4-4. Treating sequence for example 3
-------
gas removal process also generates a lean HjS stream which can
also be treated in the Stretford unit.
Sulfur Control Module Discharge Streams -
The sulfur control module can be a source of air
emissions, liquid effluents, and solid wastes. The air emis-
sions consist of essentially sulfur-free gases which may require
hydrocarbon and NOx control before b.eing vented to the atmosphere.
Liquid effluents include spent scrubbing solutions and reaction
liquors which may contain dissolved and suspended organics and
inorganics. Since further treatment of these materials will
almost always be required, these liquid effluents are sent to
the water pollution control section. The solid wastes include
spent catalysts, sorbents, and by-products. If necessary, these
solid wastes are sent to the solid wastes control section for
further treatment and/or ultimate disposal.
Discharge Streams Requiring Further Control -
The tail gases from the Glaus and SCOT process require
further control of sulfur compounds. If high concentrations of
organic sulfur compounds are present in the fuel gas, the tail
gas from the Stretford process may need further treatment.
Liquid effluents consisting of spent sorbents, scrubbing liquors,
or sour condensates are discharged from all of the processes
except the Glaus process. (The Glaus process generates a solid
waste stream containing spent catalyst).
4.1.3 Hydrocarbon Control Module
The function of this module is to reduce the hydro-
carbon content of process tail gases, vent streams and other
waste streams to levels acceptable for discharge to the environ-
ment. There are two basic methods of hydrocarbon control:
afterburners and adsorbers. Afterburners simply convert hydro-
carbons to COz and HzO by oxidation. Adsorbers use sorbents
such as activated carbon to remove the hydrocarbons from the gas
stream. Fact sheets containing detailed information on the
hydrocarbon control processes are presented in Appendix D.
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Afterburners -
Two types of afterburners are used to control
hydrocarbon emissions, direct flame and catalytic. These are
essentially identical to the particulate control afterburners
discussed in Section 4.1.1. The direct flame afterburners
depend upon direct contact of the hydrocarbons with a relatively
high-temperature flame. High temperatures are required to insure
complete combustion. This may be accomplished in a steam or
utility-type boiler or a separate combustion chamber may be
required. In catalytic afterburners, the hydrocarbons are first
preheated and then passed over an oxidizing catalyst bed.
Afterburners can provide very high hydrocarbon control
efficiencies (>99+%), but they have some disadvantages. First,
if the hydrocarbon content of the gas stream is too low to support
combustion, a supplemental fuel must be fired to maintain the
required high operating temperatures in direct flame units. In
catalytic afterburners, the catalyst is susceptible to poisoning
by components likely to be present in the gas stream and may
require frequent reactivation.
Adsorbers -
Adsorptive hydrocarbon control processes can be used
to remove organic vapors present in dilute concentrations in gas
streams. Two basic steps are required for these processes:
first is collection of the vapors on adsorbents such as activated
carbon; second is thermal regeneration of the sorbent. While
adsorptive control processes provide effective control of hydro-
carbons (>99+%), the desorbed hydrocarbons emitted from the
regeneration step require further control. The desorbed hydro-
carbon vapors can be partially recovered via condensation, or
they may be burned, usually without the need for supplemental
fuel firing.
Hydrocarbon Control Module Waste Streams -
The hydrocarbon control module can be a source of both
gaseous emissions and solid wastes. The gaseous emissions are
essentially hydrocarbon-free gases which can usually be discharged
to the atmosphere. The solid wastes primarily consist of spent
sorbents or catalyst (from catalytic afterburners).
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4.1.4 Nitrogen Oxides Control Module
A nitrogen oxide control strategy for the combustion
fases emitted from coal or low/medium-Btu gas-fired boilers and
urnaces may be required. NOx formation in the gasification
module is expected to be low since the raw gas passes through a
reducing atmosphere before leaving the gasifier. The nitrogen
that does react in the gasifier should form NH9, HCN, thiocya-
nates, and other nitrogen-containing organics rather than
nitrogen oxides (Ref. 46).
There are three basic processes that can be used to
control NOx emissions from boilers and furnaces:
Combustion modifications
Post-combustion flue gas cleaning
Fluidized-bed combustion
These are processes which would not be considered central to
those in coal gasification plants; therefore, no further atten-
tion is given to them in this report. These processes are being
assessed by EPA via other contractors and with in-house studies.
4.1.5 Discharge Stream Summary
The air pollution control modules are sources of air,
liquid, and solid waste discharge streams. These secondary
discharge streams may require further treatment before being
discharged to the environment or they may be salable by-products.
The air emissions from these modules consist of
treated gases which are either discharged directly to the atmo-
sphere or sent to another air pollution control module for
further treatment. Most of the air pollution control processes
have not been used to treat the air emissions from low-Btu gas
production. Also, adequate control of minor hazardous constit-;
uents such as hydrogen cyanide, COS, CSz, mercaptans, thiophenes,
trace elements, etc. has not been completely demonstrated.
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Liquid effluents from air pollution control modules
include spent sorbents (sulfur control module), scrubbing liq-
uors (particulate, sulfur, and nitrogen oxide control modules)
and sour condensates (sulfur control module). These effluents
will contain varying levels of pollutants and would be treated
in water pollution control modules before being discharged or
reused.
All of the air pollution control modules produce
solid wastes. These include coal fines, ash, sulfur, and spent
sorbents and catalysts. The sulfur and coal fines can be sal-
able by-products. Ash and spent sorbents and catalysts would
be treated in solid waste control modules.
4.2 WATER POLLUTION CONTROL
In a coal gasification facility, the specific sources
which generate wastewaters will determine the type of contami-
nants that are present in those streams. Wastewater sources in
a coal gasification plant are shown in Figure 4-5 along with
descriptions of the particulate type of wastewaters they gener-
ate. The types of contaminants these streams contain are
briefly described in Table 4-4.
The suspended solid contaminants are primarily coal
particulates that are generated when the coal is crushed and
sized and/or ash is quenched as it is discharged from the gasi-
fier. Dissolved organics are volatile hydrocarbons that are
condensed in the quench liquor during the subsequent raw gas
cooling step. Dissolved inorganic gas contaminants such as C02,
HaS, and NHs are produced in the same manner as the dissolved
organics. Dissolved salts accumulate when reuse of the upgraded
wastewaters is maximized. At higher concentrations, salts begin
to scale-out on exchanger surfaces; consequently, close monitor-
ing of dissolved solids in the wastewater will be an essential
control practice.
The composition of coal gasification wastewater is
highly dependent upon certain process variables. For instance,
lignite coals have substantially different moisture, volatile
hydrocarbon, and inorganic contents, than do bituminous or sub-
bituminous coals. Therefore, the amounts of tars, oils, phenols,
and other volatile organics that appear in the wastewaters are
greatly affected by the type of coal used. The type of gasifier
used can also affect the wastewater produced. A Lurgi gasifier
-105-
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WATER SPRAY
RUN-OF-MINE
COAL
CLEAN
PRODUCT
GAS
BOILER SLOWDOWN
AND WATER TREAT-
MENT WASTES
COAL PILE RUNOFF;
COAL WASHING/
CLEANING PROCESS
WASTES
ASH QUENCHING/
SLUICING WATER
BY-PRODUCT
TARS AND OILS
TO STORAGE
COOLING TOWER
SLOWDOWN
PROCESS
CONDENSATE
__ RECOVERED BY-PRODUCT.
NH3 AND PHENOLS
RECLAIMED
WATER
Figure 4-5. Major process modules generating wastewater
in a typical coal gasification plant.
-------
Table 4-4. COAL GASIFICATION PLANT WASTEWATER SOURCES
AND CHARACTERISTICS
Process Module
Source
Contaminant
Coal Pretreatment
and Storage
Gasifier
Coal-pile runoff;
coal crushing/
cleaning wastes
Ash quench/sluice
water
Suspended solids;
dissolved organics
Suspended solids;
dissolved inorganics
Particulate Removal;
Gas Quenching and
Cooling; Acid Gas
Removal
Gas liquor; process
condensate;
unrecoverable solvent
Suspended solids; non-
emulsified oils; dis-
solved organics and
inorganics; spent
solvent
Cooling Tower
Slowdown
Suspended solids; dis-
solved organics and
inorganics (volatiles
and salts)
Utility System
Slowdown
Dissolved inorganics;
suspended solids
Organics Separation
Process condensate
Suspended solids; dis-
solved organics and
inorganics
Wastewater Treatment
Sludges
Semisolids
-107-
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which operates at high pressures and relatively low temperatures
will produce wastewaters containing condensed volatile organics
which have been carried overhead in the gasification process.
However, the same volatile organics are cracked in Koppers-Totzek
gasifiers, which operate at higher temperatures and lower pres-
sures. The result is a wastewater that is essentially free of
dissolved organics.
i
Gas Liquor -
Gas liquor is just one of several wastewaters from a
typical gasification facility, however, it is the wastewater
that has been the most extensively investigated. The composi-
tion of the gas liquor produced at the SASOL gasification plant
is presented in Table 4-5 and shows some of the contaminants and
relative concentrations that might be expected for a gasification
gas liquor. This gas liquor composition was used as a screening
standard for the various process modules whose applicability to
coal gasification wastewaters was evaluated. Those process
modules shown on Table 4-6 were determined to be the most promis-
ing in terms of control effectiveness, operating cost, reliability,
and energy consumption, for treating a wastewater similar to
SASOL's gas liquor.
Zero Discharge -
Because water quality standards have not been estab-
lished, several companies considering construction of coal
gasification plants are planning to achieve zero discharge of
aqueous effluents. This will allow them to meet any future
standards that may be established. Unfortunately, the costs
of obtaining zero discharge are usually high.
To successfully attain zero discharge, the wastewater
treating steps must produce an effluent of a quality that may be
reused in the process or discharged to an evaporation pond. The
treating modules necessary to accomplish this include:
removal of suspended solids and non-
emulsified oils,
removal of dissolved organic contaminants,
-108-
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Table 4-5. COMPOSITION OF GAS LIQUOR FROM SASOL COAL GASIFIERS
Component
Approximate
Composition
Phenols
Ammonia (free)
Ammonia (fixed)
Sulfides (total)
Suspended Tar, Oil
Cyanides
CO 2
Fatty Acids
3,000 - 4,000 ppm
500 - 750 ppm
100 - 200 ppm
200 - 250 ppm
^5,000 ppm
<50 ppm
<1.0%
<.05%
(Ref. 47)
Table 4-6. PROMISING WASTEWATER TREATING MODULES
FOR SASOL GAS LIQUOR
Process Module
Process
Suspended Solids Removal
Filtration, Flocculation and
Flotation, and Oil-Water Separator
Dissolved Organics Removal
Phenosolvan, Carbon Adsorption,
Biological Oxidation, Cooling Tower
Stripping (Oxidation)
Dissolved Volatile Inorganics
Removal
Acid Gas Stripping, WWT Acid Gas
Stripping
Dissolved Salts Removal
Forced Evaporation
Ultimate Disposal
Evaporation Ponds
-109-
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removal of dissolved salts and inorganic
volatile contaminants, and
• use of an ultimate disposal process
(evaporation pond) to facilitate final
disposition of any wastewater that cannot
be economically upgraded.
4.2.1 Water Pollution Control Modules
In addition to the unique problems associated with gas
liquor treating and zero discharge attainment, standard indus-
trial water treating problems (such as treatment of cooling tower
and boiler blowdowns) must also be considered in coal gasifica-
tion plants. Certainly the types of contaminants present in a
waste stream will determine the treatment required to upgrade
that stream. Typical wastewaters and the modules required to
treat them are shown schematically in Figure 4-6.
The water pollution control modules generally consid-
ered for use in coal gasification plants are discussed in the
following text.
Oil/Water Separation and Suspended Solids
Removal Modules -
The functions of these modules are to remove suspended
solids and oils from process wastewater. The processes generally
used in these modules are:
Oil-Water Separation
Filtration
• Flocculation/Flotation (dissolved air)
Oil-water separator - An oil-water separator utilizes
the difference in the densities of the contaminants and the
water to achieve separation of nonemulsified oils and suspended
solids from the wastewater. Oil-water separation processes have
a history of successful application in the petroleum industry.
These oil/water separation processes are highly reliable, have
-110-
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p
SPENT
/SORBCMT8 \
AND
REACTION
\UQOOHS /
OH/WATER
SEPARATION
SEPARATED
WATER
ASH
QUENCH
UOUOR
EVAPORATION
PONDS
SUSPENDED
SOLIDS
REMOVAL
WATER RECYCLE
TO COOLING
TOWERS OR
ASH QUENCH
DISSOLVED
OROAMCS
REMOVAL
DISSOLVED
MORGAMCS
REMOVAL
STEAM
SYSTEM
SLOWDOWN
AIR EMISSIONS
~~|~~°UOIHD EFFLUENTS
—K SOLID WASTES
Figure 4-6. Flow diagram for the modules in the water pollution control operation
-------
demonstrated good control effectiveness, and are low cost
operations compared to other oil-water separation techniques.
There are several disadvantages associated with this
process. These include its sensitivity to oil droplet density
and size and to the types of solids in the wastewater. These
variables influence the control effectiveness of a separator and
significant variations in these parameters from those which were
the basis for the design of the separator will affect the degree
of contaminant removal. To remove small/emulsified oil droplets,
it is sometimes necessary to use a coalescer/separator.
Filtration - These processes rely on the adherence of
suspended particles to the filter media and/or entrapment of the
particles in the filter interstices to remove suspended contami-
nants from wastewaters. The major types of filters used in
industries requiring treatment of large volumes of wastewaters
are hay and sand filters. Backwashing is used to "regenerate"
the filtration media.
Filtration is a highly reliable means of reducing the
suspended contaminant loading in the wastewater. It has proven
successful in treating the wastewaters generated at the SASOL
coal gasification complex in South Africa.
The major disadvantage of the filtration process is
the backwashing process that is required to regenerate the spent
filter media. This procedure generates an additional contaminated
water effluent whose final disposition must be further considered.
This effluent has been disposed of in the past by incineration
or landfilling. However, these procedures may create significant
problems if they are not closely controlled. An alternative
disposal scheme would be to separate the effluent by gravity,
send the bottoms liquid to a mechanical dewatering system, dis-
pose of the solids in an evaporation pond, and treat the waters
from the gravity separator and dewatering system for possible
reuse.
Flocculation-flotation - This process involves the
addition of chemicals to the wastewater in order to coagulate
and subsequently accelerate the ascension of fine oil droplets
that are present in the water. Water from the flocculating
chamber flows into a vessel where the oil droplets are floated
to the surface by air bubbles. These bubbles are skimmed off
to achieve final separation of the oil from the water. The air
-112-
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a sparger at the bottom of the vessel.
Addition ot the flocculant also removes suspended solids by
increasing the rate at which the solids settle.
The effluents from a flocculation-flotation process
are the oily scum skimmed from the surface of the water, the
settled sludge, and the wastewater free of suspended contami-
nants. Both the oily scum and the sludge can be sent to an
evaporation pond. The effluent wastewater will require further
processes prior to its reuse or final disposal.
Flocculation-flotation is a promising water treating
process. It is a proven and highly reliable process. It has
exhibited good control effectiveness in other industrial appli-
cations, and it is a simple operation. While flocculation can
be combined with other separation techniques such as gravel-bed
or sand-bed filters to remove suspended solids and oils, the
advantage of combining flocculation with air flotation is that
there is minimal contamination of additional water since no
backwashing is required. Its major disadvantage is the high
cost of the chemicals used. The oil separation step is also
sensitive to temperature and oil density.
Dissolved Organics Removal Module -
The processes in this module are normally considered
to be secondary or tertiary wastewater treatment techniques.
These processes remove dissolved organics by the following
mechanisms:
Extraction
Adsorption
Biological treatment
Cooling tower oxidation (stripping)
Extraction processes - These processes are often used
to remove phenols from process wastewater. These processes con-
sist of two steps: an extraction step in which the solvent
extracts the phenols from the wastewater and a regeneration step
in which the phenols are separated from the solvent. Counter-
current extraction columns, mixers, and distillation columns are
-113-
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used in these processes. A wide variety of solvents can be
employed in phenol extraction processes, including:
Benzene
Tricresyl phosphate
• Isopropyl ether
Aliphatic esters
Light oils (tar base)
Light aromatics (tar base)
Sodium hydroxide solutions
Various proprietary solvents
The Phenosolvan process was developed by Lurgi. It is
a liquid-liquid extraction process involving contacting the
wastewater in which phenols are dissolved with a suitable sol-
vent. During regeneration of the solvent, the phenols are
recovered as a by-product. The dephenolized wastewater is
treated for the removal of dissolved inorganics and any residual
contaminants before it is recycled for reuse.
Phenosolvan is considered to be a very promising
process for application in coal gasification plants because:
It is very effective in removing the phenols
from the wastewater.
This process has been successfully applied
in the SASOL coal gasification plant, plus
some 32 other industrial installations since
1940. (Lurgi includes this process as part
of its overall gasification technology.)
The phenols are recovered as by-products
from the process.
-114-
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The major disadvantage of this process is that the solvent is
slightly soluble in water; therefore, it is necessary to remove
the solvent thoroughly to prevent contamination of the phenol-
free wastewater.
Adsorption processes - These processes utilize a solid
sorbent to remove dissolved organics from wastewater. After the
sorbent has become saturated, it is regenerated and returned to
service. The major types of adsorbents used are:
Aluminas
Siliceous materials
Carbonaceous materials
Synthetic polymers
If the wastewater contains phenols, activated carbon or synthetic
polymer sorbents are normally used to treat the wastewater. How-
ever, in instances when the flowrates of the wastewater are high,
only activated carbon can be used economically.
There are several possible regeneration techniques
available. Aluminas and siliceous and carbonaceous sorbents are
thermally regenerated. Polymer sorbents are regenerated by a
solvent wash in which the spent solvent is separated from the
organics by distillation.
Activated carbon adsorption has been extensively used
to remove contaminants from air and water. When the carbon bed
becomes saturated with the organic contaminants, it is usually
regenerated by heating the carbon to a high temperature (1140-
1260°K, 1600-1800°F) in the presence of a gas with a low oxygen
content. Under these conditions the adsorbed organics are
selectively oxidized. The carbon is then cooled with quench
water and readied for reuse.
Carbon adsorption of dissolved organics in wastewater
is considered a promising process because it:
has been successfully applied to upgrading
wastewaters from coke oven plants,
-115-
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has been proven to have a high operating
reliability and good control effectiveness,
is simple to operate, and
is insensitive to organic loading,
toxicity and temperature change.
The disadvantages of this process are:
phenols cannot be readily recovered from
activated carbon, and
regeneration of the carbon generates a
contaminated aqueous stream and a poten-
tially contaminated gaseous emission.
Biological treating processes - Biological treating
processes use the natural metabolic processes of bacteria and
other microbes to remove dissolved organics from wastewaters.
Overall reactions associated with the two basic types of bio-
logical treating systems, aerobic and anaerobic, are represented
in the equations below.
Aerobic;
Organic matter + microbes + 02 •*•
more microbes + C02 + H20 + waste energy
Anerobic:
Organic matter + microbes + NOx 4- SOx •*•
more microbes + HC03 + N2 + CH^ + H2S +
C02 + H20 + waste energy
There are several techniques which are based on biological
oxidation; they are: a) activated sludge, b) trickling filters,
c) aerated lagoons, and d) aerobic and anaerobic waste stabili-
zation ponds. Since these techniques all have a 90-99% phenol
removal efficiency, the selection and use of any of these
techniques will depend on the process to which it is applied.
-116-
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Biological oxidation is considered a promising process
because:
It has been successfully used to upgrade
wastewater from coke oven plants.
It has good control effectiveness for
the removal of phenols.
Although its primary function is the removal
of dissolved organics, it also removes some
trace metals, ammonia, sulfides, BOD, and
cyanides that the wastewater may contain.
The major disadvantages of this process are its sensitivity to
temperature, wastewater pH, oxygen concentration, and organic and
hydraulic loadings. It also requires that nitrogen and phos-
phorus nutrients be present to maintain an optimum oxidation
level; this requirement increases the costs and maintenance
involved with this process.
Cooling tower oxidation (air stripping) - Cooling
towers have been used in the refinery industry as a means of
removing phenols from wastewater. This process involves the
normal countercurrent contact of air and wastewater in a
cooling tower. Phenols and other dissolved contaminants are
removed from the wastewater as a secondary function while the
primary function (cooling) is occurring.
The mechanism by which the contaminants are removed is
uncertain. There are claims that the phenols and other contami-
nants are destroyed by a biological oxidation mechanism. However,
the residence time in a cooling tower is short compared to other
biological oxidation processes; therefore, there is some specu-
lation that the dissolved contaminants are removed to some
degree by stripping. There is a basic difference between these
two mechanisms. Biological oxidation reduces the contaminants
to harmless compounds while the stripping mechanism simply
transports the contaminants from the wastewater to the air
leaving the cooling tower. Therefore, a potentially hazardous
air emission may be created.
-117-
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Cooling tower oxidation was selected as a promising
process because:
phenol removal efficiency is high,
operating costs are low (cooling towers
are normally required plant equipment; no
additional expense is incurred in using
them for phenol removal), and
this method for treating gas liquor
has been used successfully at SASOL.
Dissolved Inorganics Removal Module -
The function of this module is removal of dissolved
inorganics from wastewater. There are four basic types of pro-
cesses available:
Stripping
Brine concentration
Ion exchange
Membrane desalination
Effluents requiring the removal of dissolved inorganics include
process condensates, cooling tower blowdown, ash quench water,
coal-pile runoff, and spent scrubbing liquors.
Stripping processes - These processes are used to
remove dissolved inorganic gases (H2S, C02, and NH3) from process
wastewaters and are generally classified as sour water or acid
gas stripping processes. Acid gas stripping has been extensively
used in the refinery industry for the removal of the inorganic
gases plus phenols and cyanides. In coal gasification, this
process would be primarily used to remove H2S and NH9 from the
water effluent.
-118-
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Removal of acid gases is usually achieved in a
two-stage process. In the first stage the wastewater is con-
tacted countercurrently with steam and the least soluble of the
two gases (H2S) is removed. The NH3-rich effluent is then fed
to the second stage where it is, again, contacted counter-
currently with steam to remove NH3. The overhead gases from
the two stages can be further processed to yield elemental
sulfur and liquid ammonia, which are potential by-products.
The sulfur recovery processes used are discussed in Section
4.1.2.
Acid gas stripping is a promising process because:
it is a reliable process with a history
of successful application in the coke and
oil refining industries, and
it has exhibited good control effectiveness
for removal of H2S and NH3.
Its major disadvantages are:
the removal efficiency is related to stripping
steam rates; it can therefore have high
operating costs,
removal of NHs and cyanide is sensitive
to pH level, and
the overhead and bottom effluents from the
process require further environmental control.
Brine concentration processes - Dissolved salts can be
removed from wastewater using brine concentrators or forced
evaporators. In the brine concentrator, the water is vaporized
from an aqueous stream containing a high concentration of
dissolved salts. The salts are accumulated as a concentrated
brine or sludge, then sent to an ultimate disposal system. The
evaporated water is recirculated as heating steam to an earlier
stage in the evaporator. The steam is condensed and used as
boiler feed water. Other reasons for selecting this as a
promising process are:
-119-
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it requires less energy input than
thermal drying, and
it can be used in geographical locations
where it is impractical to use solar
evaporation ponds.
Ion-exchange processes - Ion-exchange processes
utilize solid resins to replace undesirable ions with IT" and
OH~ ions. The ion-exchange resins can be a variety of high
molecular weight, cross-linked polymers that contain numerous
sites for ion exchange. During ion-exchange, cations such as
Mg~H~ and Ca"*"* replace H+ ions on the polymer while anions such
as SO = and Cl" replace OH" ions. As the resin exchange capa-
city decreases, a point is reached where regeneration of the
resin is required. During regeneration the ion-exchange polymer
is backwashed with strong acids (sulfuric acid) and bases
(sodium hydroxide) to replace the undesirable ions with H+ and
OH-.
Membrane desalination processes - Membrane desalina-
tion processes are divided into two categories: reverse osmosis
and electrodialysis. Reverse osmosis uses semipermeable mem-
branes which allow essentially pure water to pass through the
membrane, but not water impurities, which are rejected. Electro-
dialysis processes employ membranes with cation and anion
selective characteristics. These processes produce dilute water
and concentrated brine streams.
Ultimate Disposal Module -
The final treatment of wastewater which contains
residual organic and inorganic contaminants, and semi-solid
contaminants, and which cannot be economically upgraded is
usually the evaporation pond. In this ultimate disposal tech-
nique, wastewater is simply evaporated in place. This process
has been included as part of the wastewater treating scheme in
a number of preliminary coal gasification plant designs. It
can be an inexpensive and effective technique for disposing of
unprocessable wastes, and it requires minimum maintenance.
This method also has some disadvantages. It requires
substantial land area and it is not generally effective in an
area that has an annual evaporation rate of less than 20 inches
-120-
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Also, these ponds may require an impermeable lining to prevent
leaching of contaminants into the groundwater.
4.2.2 Process Comparisons
Water treating processes described in this section are
likely to be utilized in first-generation coal gasification
plants for the following reasons:
All are commercially available processes
with histories of successful industrial
application.
All have demonstrated good control effec-
tiveness for wastewater treating applications
similar to those required for coal gasifica-
tion plants.
All have exhibited good operating
reliability.
A fact sheet for each of the processes of interest is included
in Appendix D. Specific information about the various water
pollution control processes is summarized in Table 4-7. Factors
to be considered in selection of thqse wastewater treating pro-
cesses are summarized below.
Development status - All are commercially
available.
Coal gas applicability - All the processes
shown in Table 4-7 are being used or poten-
tially can be used in coal gasification plants.
Control effectiveness - These are statements as
to the removal efficiency that can be expected
for a given contaminant using a given process.
-121-
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Table 4-7. SUMMARY OF WATER POLLUTION CONTROL PROCESSES
Dissolved
Suspended solids and Inorganics Ultimate
Treatment fraction oils removal Dissolved organlcs removal removal Residual contaminant removal disposal
rlocculation
Flotation
Oil-water
separation
Filtration
Liquid-liquid
extraction
(Phenosolvan)
Activated
carbon
adsorption
Biological
oxidation
(activated
sludge)
Acid gas
• stripping
Forced
evaporation
Activated
carbon
adsorption
Cooling
tower
oxidation
Evaporation
ponds
Development Status
Coal Gas Applicability
Commercial Commercial Coaoercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial
• Presently used yes yes yes yes
- Potential future
use yes yes yes yes
Control Effectiveness
• Suspended solids
reaoval 1.75Z ^OZ 52-83Z
• Free oil removal t-97Z t90Z S2-83Z
• Phenol removal t<25Z >94Z
• Total organics
reaoval VOZ
• BOD removal -x*OZ 36Z
• Sulfide removal
• NHs reaoval
• Cyanate reaoval
• COD removal 801 >v50 ppm <_ 25-44Z
• Trace element "
removal J
• Total dissolved
solids removal
Utility Requirements
• Steam /
• Electricity / / r /
• Cooling/backwash
no yes yes no no yes no
yes yes yes yes yes yea yes
%90Z 70Z *v90Z
^93Z 80Z fl7Z *>49Z
15Z ^OZ
MZ -X.70Z " 1Z
•\-90Z
-------
Table 4-7. SUMMARY OF WATER POLLUTION CONTROL PROCESSES
(continued)
Dissolved
Suspended solids and inorganics Ultimate
Treatment fcactlca oils removal Dissolved organics removal removal Residual contaminant removal disposal
Flocculation
Flotation
Oil-water
separation
Liquid-liquid
I extraction
Filtration 1 (Phenoeolvan)
Activated
carbon
adsorption
Biological '
oxidation
(activated
sludge)
Acid gas
• stripping
Forced
Bvaporation
Activated
carbon
adsorption
Cooling
tower
oxidation
Evaporation
ponds
I
I-1
N>
law Materials Beqolred
• Solvent
• Chesical additives
Allovs By-Product to be
lecovered
Generates Effluents
leqniring Further
Control
• Gaseous
• Aqueous
• Treated effluent
• Solid/senisolid
Process Limitation/
Sensitivity
• Teoperature change
• pE level
• Contaainant size
distribution
• Requires
regeneration
• Adversely affected
by trace elements
• Nutrients required
• Chenical additives
required
• Hydraulic loading
- Although It cannot be quantified, it Is a factor to be considered for the processes.
-------
Utility requirements - The various types of
utilities required by the respective processes
are shown under this heading (little or no
information is available on the quantities of
utilities required).
Raw materials required - Processes requiring
solvents or chemical additives are indicated.
By-product recovery - Processes recovering
contaminants of commercial value are identi-
fied under this heading.
Effluents requiring further control - Contami-
nant streams subject to further treatment are
indicated. Examples of sources and types of
contaminant streams are:
Contaminated Contaminated
Effluent Effluent Specific
Source Type Effluent
Flocculation - Aqueous Oily scum
flotation
Activated Solid/semi- Excess sludge
sludge solid
Activated Gaseous Flue gas from
carbon regeneration
adsorption/ heater
regeneration
4.2.3 Water Pollution Control Philosophy
No single process can remove all of the impurities
required to yield an acceptable wastewater. It is usually
necessary to combine several processes to achieve the desired
effluent quality.
The sequence of wastewater treating processes selected
will depend upon the overall treating philosophy. In coal gasi-
fication it is likely this philosophy will be to achieve zero
-124-
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discharge and to recover contaminants as by-products whenever
economically feasible. For example, the following sequence of
treatment processes reflects this philosophy.
1st Step - Separate tar and oil from the
wastewater. (The tar and oil can subse-
quently be separated from one another and
recovered as by-products.)
2nd Step - Remove suspended solids and oils.
This is to insure that the subsequent waste-
water treating processes will not be plugged
or fouled.
3rd Step - Remove dissolved phenols and, if
possible, recover them as a by-product. Maxi-
mum removal of the phenols at this point will
reduce the amount that could be present as a
contaminant during subsequent acid gas strip-
ping operations.
4th Step - Remove acid gases from the waste-
water by a two-stage steam stripping process.
HaS is less soluble in water than is NHa. It
is stripped out in the first stage; NHs is
removed in the second stage.
5th Step - Remove residual contaminants. The
acid gas stripping effluent will contain small
amounts of the major contaminants which must
be removed to achieve desired effluent water
quality.
Ultimate Disposal - Evaporation ponds are
normally required for the disposal of waste-
waters that cannot be economically upgraded.
The general climate of the region in which
the coal gasification plant will be located
will determine whether solar evaporation ponds
are feasible. Sanitary landfills are used for
ultimate disposal of solids or semisolids
(sludge) from the wastewater treating processes
-125-
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Treating Sequence Selection - Examples
The logic for selection of treating sequences is
illustrated by three examples described below. The concentra-
tions of various contaminants determine, in part, the processes
chosen. For the three example cases, the contaminants are
characterized as follows:
Contaminant
Concentration
phenols
dissolved acid gases
dissolved solids
Example
high
high
low
low
high
low
low
low
high
Example 1 - The approach to achieving zero discharge
would probably consist of recovery phenols as by-products and
recovering acid gases for further processing to elemental sulfur
and liquid ammonia. The treating processes are described on
Table 4-8 and the treating sequence is shown on Figure 4-7.
Three processes can be used in Example 1 for removing
the residual organic and inorganic contaminants in the waste-
water. These processes and the criteria for their selection are
as follows:
Treating Process
Carbon Adsorption
Cooling Tower
Forced Evaporation
Criteria for
Selecting Processes
should be used when an
effluent of high quality
is desired.
this is a low cost process;
however, its effectiveness
in removing dissolved
inorganics is unknown.
useful where it is
impractical to use solar
evaporation ponds and where
the wastewater contains a
high concentration of
dissolved solids.
-126-
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Table 4-8. TREATING PROCESSES FOR EXAMPLE 1
Contaminant
Throughput
Probable Approach
to Attain
Zero Discharge
Treating
Sequence
Treating
Process
High amounts of
phenols; high
amounts of dis-
solved acid gases;
low quantity of
of dissolved solids
Recover phenols as by-
products. Recover acid
gases for further pro-
cessing to sulfur and
liquid ammonia
Tar, oil/HaO separation
Removal of suspended
solids and oils
Phenol recovery
separator
Flocculation-
flotation
• Phenosolvan
• Acid gas removal
I
M
N>
I
Removal of residual
organic and inorganic
contaminants
Acid gas
stripping
Carbon adsorption
Cooling tower
Oxidation
Forced evapora-
tion
Ultimate disposal
of sludge
Evaporation pond
Sanitary landfill
-------
OH. TAR.
WATER INFLUENT "
N>
00
I
TREATED EFFLUENT
RECYCLED TO
PROCESS
FEASIBLE TREATING PROCESSES
BEST TREATING PROCESS
Figure 4-7. Wastewater treating sequence for example 1
-------
Evaporation ponds and sanitary landfills are commonly
used for the ultimate disposal of sludges. Evaporation ponds
are used whenever possible for the disposal of wastewaters that
cannot be economically treated. Sanitary landfills are gener-
ally used for the ultimate disposal of any solids or semisolids
(sludge) generated in the plant; however, before sludges can be
disposed.of in a landfill they must be mechanically dewatered so
that any possible leaching is minimized.
Example 2 - The approach to achieving zero discharge
would probably consist of removing and destroying phenols, and
recovering acid gases for further processing to elemental sulfur
and liquid ammonia. The treating processes are described on
Table 4-9 and the treating sequence is shown on Figure 4-8.
Two processes can be used for phenol removal in
Example 2. The criteria for selecting these processes are dis-
cussed below.
Removal Processes Criteria for Selecting Processes
• Carbon Adsorption - has good control effectiveness,
but not the most economical
process for this example. It
would yield a higher quality
effluent than is required for
recycling to the process.
• Biological Oxidation - would be good process for this
example. It requires no re-
generation and is easily main-
tained. Effluent pH must be
controlled between 5.5-9.5.
The optimum pH level is 7.0.
A high concentration of sul-
fides can adversely effect this
process; therefore, biological
oxidation should follow acid
gas stripping in this example.
Three processes can be used in Example 2 for removing
residual organics and inorganic contaminants.
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Table 4-9. TREATING PROCESSES FOR EXAMPLE 2
o
I
Contaminant
Throughput
Probable Approach
to Attain
Zero Discharge
Treating
Sequence
Treating
Process
Low amounts of
phenols; high
quantity of dis-
solved gases; low
quantity of dis-
solved solids
Phenol recovery uneco-
nomic, therefore, remove
phenols. Recover acid
gases for further pro-
cessing to elemental
sulfur and liquid
ammonia
Tar, oil, water separa-
tion
Removal of suspended
solids and oils
• Phenol removal
• Acid gas removal
Oil/HaO separator
• Flocculation-
flotation
• Carbon adsorption
• Biological oxida-
tion
Acid gas strip-
ping
Removal of residual
organic and inorganic
contaminants
• Carbon adsorption
• Forced evaporation
• Cooling tower
oxidation
Ultimate disposal of
sludge
• Evaporation pond
• Sanitary landfill
-------
oa. TAR. _
WATER INFLUENT
I
h-«
(j)
1
, FORCED t |
| EVAPORATION |
I
THCATEO EFFLUENT
RECYCLED TO
PROCESS
FEASIBLE TREATING PROCESSES
BEST TREATING PROCESS
Figure 4-8. Wastewater treating sequence for example 2
-------
Removal Processes
Carbon Adsorption
Criteria for Selecting Processes
- after the biological oxidation
and acid gas treating steps,
the residual contaminants in
the wastewater should primarily
be dissolved NH3 and H2S.
Carbon adsorption is most effec-
tive in removing dissolved
organics, which are not present
in great quantity in this
example.
Cooling Tower Oxidation
(Air Stripping)
- would be effective for treating
waters with low contaminant
concentrations and is economical
if air emissions are within
allowable limits.
Forced Evaporation
- is the least desired process
because of its high operating
costs.
Example 3 - The approach to achieving zero discharge
would probably consist of completely removing and destroying
phenols and acid gases; their recoveries would not be economi-
cally justified. The treating processes are described on
Table 4-10 and the treating sequence is shown on Figure 4-9.
Carbon adsorption and forced evaporation can be used
to remove residual contaminants. For this example, forced
evaporation is best choice because of the relatively large
quantities of dissolved solids to be removed from the waste-
water.
4.2.4
Discharge Stream Summary
The water pollution control modules are sources of
air, liquid and solid waste discharge streams. A summary of
these discharge streams is presented in Table 4-11.
Air emissions - Air emissions from these modules con-
tain organic vapors, ammonia, and acid gases (H2S, C02, COS, etc)
-132-
-------
Table 4-10. TREATING PROCESSES FOR EXAMPLE 3
Contaminant
Throughput
Probable Approach
to Attain
Zero Discharge
Treating
Sequence
Treating
Process
Low quantity phenols;
low quantity of dis-
solved acid gases;
high dissolved
Uneconomical to recover
either phenols or acid
gases; consequently, re-
move both from the
wastewater
Tar, oil, water separa-
tion
Removal of suspended
solids and oils
Oil/H20 separator
Flocculation-
flotation
• Phenol and dissolved
acid gas removal
Biological
oxidation
u>
i
• Residual contaminant
removal
Carbon adsorption
Cooling tower
oxidation
Forced evapora-
tion
Ultimate disposal of
sludge
Evaporation pond
Sanitary landfill
-------
OIL. TAR.
WATER INFLUENT
CO
-P-
I
TREATED EFFLUENT
f RECYCLED TO
PROCESS
FEASBLE TREATING PROCESSES
BEST TREATING PROCESS
Figure 4-9. Wastewater treating sequence for example 3
-------
Table 4-11. WATER POLLUTION CONTROL DISCHARGE STREAMS
Probable and Potential
Process Module Processes Waste Streams
Suspended solids Filtration, flocculation- Aqueous - treated waste-
removal flotation, oil-water water, oily scum,
separator backwash water
Solid - sludge
Dissolved organics Liquid-liquid extraction, Aqueous - Regeneration
removal activated carbon adsorp- quench, blowdown,
tion, biological oxidation, spent solvent,
cooling tower stripping treated wastewater
Solid - sludge
Gaseous - vent gases,
cooling tower outlet,
regeneration flue gas
Dissolved volatile Acid gas stripping Aqueous - treated waste-
inorganics removal water
Gaseous - potential HjS
and NHa emissions
Dissolved salts Forced evaporation, Aqueous - concentrated
removal ion exchange, membrane brine, spent ion
desalination exchange regenera-
tion solution
Gaseous - vent gases
Solids - spent ion
exchange resins
-135-
-------
These emissions are either recycled to air pollution control
modules for treatment or they are collected as a by-product.
Liquid effluents - The liquid effluents from water
pollution control modules consist of tar, oil, and phenol by-
products, spent regeneration solutions, concentrates, stripper
condensates, and treated wastewater. The tar, oil, and phenols
are useful by-products. Concentrates, sludges, and condensates
are sent to a dewatering system and then to an evaporation pond
for ultimate disposal. The treated water is either sent to
evaporation ponds, recycled to other processes, or used as
cooling tower feed. There are predictable air emissions from
evaporation ponds and cooling towers. Improper evaporation-pond
operation may result in water runoff which could contaminate
surface waters. Groundwater contamination may occur if the pond
is not properly lined. Liquid effluents (blowdown streams) from
cooling towers are sent to evaporation ponds or to ash quench.
Solid wastes - The solid wastes consist of coal fines,
ash, spent sorbents, biological sludge, spent ion-exchange
resins, and evaporation pond sludge. These wastes are sent to
the solid waste control modules for disposal.
4.3 SOLID WASTE POLLUTION CONTROL
The solid waste pollution control module treats and
disposes of the following classes of wastes:
Ash
Coal residue
Biological oxidation sludge
Spent catalysts and filter media
• Coal fines
Sulfur
Coal fines may be collected and burned on site; coal fines and
sulfur may be sold as by-products. The other wastes may or may
not require treatment before disposal, depending upon their
composition. Chemical fixation and sludge reduction modules
-136-
-------
can be used to treat these solid wastes. Figure 4-10 is a flow
diagram of the modules for solid waste control. Landfill, by
definition, is the ultimate disposal technique for these wastes.
The functions of and waste streams generated by these modules
are described in the following paragraphs.
4.3.1 Sludge Reduction Module
The function of the sludge reduction module is to
reduce the volatile matter and to destroy or detoxify the haz-
ardous constituents in biological oxidation sludge. This can be
accomplished either by incineration or by pyrolysis. Multiple-
hearth and fluidized-bed incinerators are the types in common use.
In multiple-hearth incinerators, the sludge enters the
top of the unit where it is dried. The dried sludge is then
burned as it moves slowly down through the lower hearths. In
fluidized-bed incinerators, sludge is combusted in a hot, sus-
pended bed of sand.
Pyrolysis of biological oxidation sludge is a controlled
thermal process that reduces sludge volumes and detoxifies solid
residues. The carbon and volatiles in the sludge are not com-
busted because the pyrolysis takes place in an oxygen-deficient
environment. The resulting pyrolysis gas may be used as a com-
bustion fuel or it may be condensed to recover tars and oils.
The sludge reduction module is a source of both air
and solid waste pollution. Air emissions which consist of par-
ticulates, combustion gases, and odors, require control. The
solid waste generated by this module primarily consists of ash,
which may either be sent to the chemical fixation module or to
landfill.
4.3.2 Chemical Fixation Module
The chemical fixation module treats solid wastes to
produce environmentally safe materials that can be used for
either landfill or salable by-products. Most fixation processes
consist of mixing proprietary chemicals with solid wastes and
pumping the resulting mixture onto the land where solidification
occurs in several days to weeks.
-137-
-------
u>
CO
I
k. — -
/
„
\
/
1
r
\
! \
^ ^
.
i
* ^
>
f
CHB
nxA
j
MCAL
-now
1
N>A
-W F"
*1 WA
V
x —
1
A
[ED \
8TE j
J
-~S
SLUDGE
REDUCnON
S>
^
1
RED
SLU
\
\
'
N
JCED
DOE
/
< f
5 .
\ J
(____ ^_
\
)
i
LAWJFBJ.
;
-f
T^
~N
i — 4
LEGEND
AfflEM3SK)M8
UOUID EFFLUENTS
SOLO) WASTES
I COM. FINES '.
~*1 AND SULFUR )
Figure 4-10. Flow diagram for the modules in the solid waste control operation.
-------
The only waste stream generated by the chemical
fixation module is the treated solid waste. This solid waste is
either disposed of in landfill or can be sold as a soil condi-
tioner.
4.3.3 Discharge Stream Summary
The solid waste pollution control module is a source
of air and solid waste emissions. Air emissions are from the
sludge reduction module. They consist primarily of volatile
organics, combustion products and particulate matter. These
emissions require further treatment before being vented to the
atmosphere. The solid wastes generated by this module consist
of "fixed" solids from chemical fixation and ash from sludge
reduction. For ultimate disposal, these wastes may be sent to
landfills or sold as by-products.
Landfilling solid wastes may also be a source of water
pollution because of the potentially toxic compounds that can be
leached from the solid wastes. These toxins may contaminate
surface and/or ground waters depending upon the quality and
quantity of runoff water at the landfill and the ground perme-
ability characteristics.
With the exception of the spent filter media and coal
residues, virtually all of the solid wastes generated during the
production of low-Btu gas from coal are potentially salable
products. The sludge from the biological wastewater treatment
process can be sold as a soil conditioner or as fertilizer if
trace elements or toxic compounds are not present in significant
concentrations. Coal fines can be sold or recycled as a fuel
for combustion processes. The spent catalyst can, in some cases,
be sold to catalyst manufacturers for regeneration. The sulfur
recovered from the air pollution control operation can be sold
to sulfur users.
-139-
-------
SECTION 5.0
SUMMARY OF TECHNOLOGY ASSESSMENTS
This report has been prepared as a reference and
planning document for use in a comprehensive multimedia environ-
mental assessment of coal conversion processes which produce
low/medium-Btu gases. Control techniques needed to guarantee
environmental acceptability of these technologies are also
identified in this document.
5.1 ASSESSMENT PROGRAM PHILOSOPHY
For successful execution of a comprehensive environ-
mental and control technology assessment program, it is required
that specific information about the processes and pollution
control technologies in question be gathered. A logical manner
to gather this information is as follows:
a) Characterize the technology - This is a factual
description of how each process works, its
operating conditions, its history of perfor-
mance, economics of operation, how the plants
are assembled section by section, and so forth.
This is the type of information that would be
of prime importance to parties interested in
designing and building low/medium-Btu coal
-gn
[fT
gasification plants.
b) Identify problem areas - The next step is to
identify specific sections of the processes
where environmental problems are most likely
to occur. To do this"] the investigators must
first have a thorough knowledge of the design
of equipment being used in these process plants,
They must also have specific knowledge of the
compositions, physical properties, and sizes
of streams flowing into and out of each process
operation or module, and of the operating condi-
tions (temperature, pressure, etc.) in these
process units.
-140-
-------
Finally, the investigators must develop
the capability to judge the potential
environmental problems associated with
any-given process. This judgment sense
includes the ability to determine if any
environmental problem exists; specifically
where it is occurring; why it is occurring;
and whether or not more information will
be needed. Some of the information needed
to develop this judgment comes from the
literature; some from engineering assess-
ment of the processes; and some will
come from inspection of operating plants.
c) Develop and execute test programs - Much
of the essential.information is simply
not available from known sources. It
will have to be obtained from actual
tests in pilot units and commercial
plants. These tests are costly. It is
therefore critical that investigators
determine early in the program just
what information is most critically
needed and what test work can reasonably
be deferred.
Much of the cost in these test programs
is related to chemical analyses. Complete
analysis of some streams can be very
expensive because of the large number of
organic compounds and/or trace elements
that may be present in these streams.
EPA is working on various methods to
obtain maximum useful environmental data,
while holding analytical costs to a
practical level. One approach has been
identified as Level 1. This involves a^
screening procedure which allows investi-
gators to qualitatively identify groups
of compounds and to broadly assess the
health effects of pollutants (by bioassay
testing) at relatively low costs.
-141-
-------
d) Perform environmental assessment - The
combined results of the engineering
assessment, problem definition, and
testing program will provide the basis
for an environmental assessment. There
are two primary questions to be answered
in this step. What parts of these pro-
cesses are environmentally unacceptable,
and what is required to make them environ-
mentally sound?
e) Recommend control technology - In the final
analysis, a process is judged environmentally
acceptable, or it is not. In many cases, it
may be made acceptable by adding available
and practical control equipment. It may be
possible in some cases to reduce pollutants
to a suitable level by altering operating
conditions (gasification temperature can be
raised; feedstock characteristics can be
modified, and so forth). In still other
cases, principle changes in the plant design
may produce the desired pollution control.
5.2 CONTENT OF TECHNOLOGY STATUS REPORT
This report was prepared to provide investigators with
an up-to-date source of information on low/inedium-Btu coal gasi-
fication technology. Special emphasis has been placed on matters
which might be considered environmentally and commercially
significant. This is important in that it gives proper direc-
tion to investigators in subsequent studies and test programs.
In Sections 1.0 through 4.0, technologies are dis-
cussed in a conceptual manner. This is to acquaint investigators
with the nature of commercially available processes and control
systems. The practical problems and the characteristics of
emissions that would be expected are also presented.
The appendices (Appendix A through E) contain detailed /
fact sheets for those process modules and control system modules
that have been judged to be significant elements of the technology.
-142-
-------
All information in this report and its appendices is
related to these specific flow processes. Major processing steps
such as coal gasification are identified as operations. Each
operation has well defined input and output streams and performs
a specific function. Smaller, but equally distinct process
steps, are defined as modules. One or more of these modules may
be combined to form either a major process operation or a pollu-
tion control technique.
5.3 SUMMARY OF ASSESSMENTS
As test programs are developed, investigators will
continue to search out those matters of principle concern such
as environmental impacts, economic factors, pollution control
efficiency, and so forth. The following tables are summaries of
such items which, based on results to date, are considered areas
of concern.
Table 5-1 contains data requirements for environmental
assessments. Input and output streams at major pollution sources
are characterized. What is or is not known about each stream
cited is listed under Remarks. This, in many cases, is the most
important information on the table. Table 5-2 is a comparable
summary for control technology assessments.
It is expected that these tables will be expanded to
include new problem areas. Fugitive emissions, for example,
while referred to only briefly, are an acknowledged emission
problem that currently suffer from lack of definition. Better
definitions of health effects and ecological effects attributable
to specific pollutants are being made; these judgments will
certainly alter the areas of concern in these tables.
-143-
-------
Table 5-1. ENVIRONMENTAL ASSESSMENT DATA REQUIREMENTS
Discharge Str
Source
Fcaamtoek awl Discharge
Streams Requiring
Characterization
Current Status of
Environmental Data
arks
Coal Pretreatmeat
Storage, Bandling,
•mi Cniahlag/SUIng
Raw coal feedstock
Dust emissions
There are many data on the major species
in coal feedstock. However, there are
little data on Minor constituents such as
trace elements and the types of sulfur
in the coal.
The air emission from coal storage piles,
crushing/sluing and handling will consist
primarily of coal dust. The amount of
these emissions will vary from site to
site depending on wind velocities and
coal size.
More data on the trace constituents In the coal
are needed.
Asphalt and various polymers have been used to
control dust emissions from coal storage piles.
Water sprays and enclosed equipment have been
used to control coal handling emissions. Enclosures
and hoods have been used for coal crushing/sizing.
-P-
I
Water runoff
Solid wastes from
crashing and sizing
The amount of data on dissolved and
suspended organics and Inorganics in
runoff water produced from coal storage
piles and dust control or supression
processes is minimal.
This stream consists of rock and mineral
matter rejected from crushing and sizing
coal. There are few data concerning the
trace components in this stream and the
potential of these components to con-
taminate surface and groundwaters is
not known.
Proper runoff water management techniques have been
developed. More data on the characteristics of this
wastewater need to be obtained to determine the
need for treating this effluent.
This waste has been disposed of in landfills.
Leaching data need to be obtained.
Coal Drying. Partial
Oxidation and Bri-
quettlng Modules
Coal feedstock
Vent gases
Coal Gasification
Coal Feeding Device
Pretreated coal feed
Same as for the raw coal feedstock for
the coal storage, crushing/sizing, and
handling modules.
These emissions will contain coal dust and
combustion gases along with a variety of
organic compounds liberated as a result of
coal devolitillzatlon reactions. There are
currently few data on the characteristics
of these organic species.
There are many data on the major components
in the pretreated coal; however, there is
little or no data on trace elements, the
distribution of sulfur compounds, and the
alkalinity of the coal ash.
Same ae for the raw coal feedstock for the coal
storage, crushing/Sizing, and handling modules.
The organic compounds need to be characterized
to determine whether this discharge stream needs
to be controlled. Afterburners In addition to
particulate collection devices may be required.
Data needs to be obtained on the distribution of
sulfur species and trace elements in the pretreated
coal. The characteristics of the coal ash need to
be determined to assess the potential for the ash
retaining coal sulfur species.
-------
Table 5-1. ENVIRONMENTAL ASSESSMENT DATA REQUIREMENTS
(continued)
Discharge Stream
Sontee
Feedstock and Discharge
Stream Requiring
Characterization
Current Status of
Environmental Data
arks
ash
Device
Coal Gaalfler
Input pressurizing gas
for lock hoppers and
transport gaaes for
entraiaed-flov
injection devices
Vent gases
Ash quench water
Vent gases
Spent ash quench
water
Ash or slag
Coal, additives,
steam, and air/oxygen
feedstocks
Start-up vent strean
There are very few data on the character-
istics of these input streams. The con-
stituents in these streams will exit In
the gasifier output streams or be vented
to the atmosphere.
There are currently no data on the charac-
teristics of these gases. These vent gases
nay contain hazardous species found in the
raw product gas exiting the gasifier.
There are currently few data on process
coodenaates that are used for ash quench
water.
There are currently no data on the charac-
teristics of this discharge strean. This
stream May contain hazardous species found
in the raw product gas and nay require
control.
There are currently no data on this dis-
charge streaa. This strean will contain
dissolved and suspended organlcs and In-
organics and will require control.
There are United data on the character-
istics of the ash and slag especially con-
cerning the anount of unreacted coal, trace
elements and total organics.
The coal characterization needs are the sane
as for Pretreated Coal. Additives to the
coal will affect the characteristics of the
discharge streaa and there are currently
few data on the composition of these
additives.
There are currently no data on the composi-
tion of start-up vent strean. Depending on
the coal feedstock, there »*y, be tar and oil
aerosols, sulfur species, -.yv tides, etc. in
this strean; therefore, control of pollu-
tants generated during start-up is required.
In medlmt-Btu gasification plants, the use of
the nitrogen vent strean fron oxygen production
is a good candidate for these gas input streans
Vent gases fron coal feeders can represent
a significant environmental and health problem.
Control of these emissions is required; however,
the characteristics of these gases need to be
determined to implement an adequate control device.
Hany sources of contaminated water may be used as
ash quench water. Characterization of these waste
waters will be required to determine the potential
effect of the ash removing some of the organics
contained in these waters.
The type of ash removal device and the character-
istics of the quench water will determine the
characteristics of this stream.
The magnitude of this strean can be minimized by
designing an ash quench water recycle process.
Leaching tests need to be done on this solid
waste to determine whether further treatment is
necessary before ultimate disposal.
Characterization of these input streams will pro-
vide a basis for correlating the characteristics
of the gasifier discharge streams and raw product
gas for various typea of coal and coal additives.
Thia strean can be controlled using a flare to burn
the combustible constituents. The amount of heavy
tars and coal partlculatea in this strean will affect
the performance of the flare. Problems with tars
and coal particles can be minimized by using char-
coal or coke as the start-up fuel.
(Contimiwt)
-------
Table 5-1. ENVIRONMENTAL ASSESSMENT DATA REQUIREMENTS
Operation
Discharge Stream
Source
Feedstock and Discharge
Streams Requiring
Characterization
Current Status of
Environmental Data
Remarks
Rav product gas
Fugitive emissions
Gas Purification
Partlculate Removal
Gas Quenching and
Cooling
Acid Gas Removal
Rav product gas
from the gasiflers
Collected partlculate
matter
Spent quench liquor
Tail gases
Spent sorbents and
reactants
There are many data on the major constituents
in this stream; however, few data are avail-
able on the minor components such as HtS,
COS, NHj, NCH, trace elements, tar and par-
tlcnlate loadings, etc.
There are no data available on these emissions.
These emissions will contain hazardous species
that are in the raw product gas.
The characteristics of the partlculate matter
entrained In this stream need to be determined.
There are few data reported on these charac-
teristics.
There are few data on the characteristics of
this solid waste stream. This stream will
contain unreacted carbon, sulfur species,
organics, and trace elements.
There are few data on the composition of
this stream; however, current data indicate
that there are significant quantities of
suspended and dissolved organics (primarily
phenols) and inorganics present in this
stream.
There are few data on the composition of
these tail gases. These gases will contain
sulfur species and hydrocarbons.
No data have been reported on these streams.
These streams will contain hazardous species
such as cyanides, heavy metals, organics,
etc. and will require further treatment
before disposal.
The concentrations of these minor gas constituents
will affect the types of gas purification techniques
(i.e., acid gas removal processes) used to treat
the raw product gas.
These emissions will determine the extent of worker
exposure to hazardous species and define the need
for continuous area monitoring of toxic compounds
and personal protection equipment.
The nature of the entrained particulate matter de-
pends upon the coal feedstock and gaslfier operating
parameters. The partlculate characteristics will
affect the performance of partlcnLate removal de-
vices such as cyclones and electrostatic preclpt-
tators.
Characterization of this stream is needed to
determine whether it can be used as a by-product
or whether further treatment is necessary before
disposal. Current data indicate that there is a
significant amount of unreacted carbon In this
stream and It may be used as a combustion fuel.
Characterization of this stream will determine
the type of water pollution control techniques
required to treat the spent quench liquor. These
control techniques will vary depending upon the
quantity and composition of this effluent stream.
These gases are the primary feedstock to the
sulfur recovery and control processes. Trace
constituents such as hydrocarbons, trace elements,
and cyanides will affect the performance of these
sulfur recovery processes.
Characterization of this stream is required
If It is to be treated using on-slte pollution
control devices.
(Comtlowed)
-------
Table 5-1. ENVIRONMENTAL ASSESSMENT DATA REQUIREMENTS
(condoned)
Discharge Stream
Scarce
feedstock and Mochmrge
Streams Requiring
Characterization
Current Status of
Environmental Data
Remarks
4ir Pollution Control
Partlculate Removal
Partlculate-free gas
Thece are many data oo the collection of
partlculates using a variety of devices.
The efficiency of these devices depends
upon the nature of Che partlculate
•alter and gas stream to be treated.
These devices are mainly used to collect coal
dusts from the coal pretreatment and feeding
processes. The particulate-free gas is a discharge
stream from the gasification plant and is usually
vented to the atmosphere.
Sttlfnr Recovery
and Control
Coal dust
Treated gases
I
I-1
Spent sorbents and
reactants
Sulfur
Hydrocarbon R
Treated gases
Liquid streams from
regenerating activated
carbon or polymers
The physical characteristics (particle
size) needs to be determined.
There are few data on the characteris-
tics of the treated-gases from sulfur
recovery and control processes used in
lov-Btu gasification systems. These
gases will contain small amounts of
sulfur species and hydrocarbons.
There are no data on the composition
of these blovdovn streams. These
streams will contain hazardous species
such as organics, heavy metals,
cyanides, etc.
There are no data concerning the amount
of trace elements In the by-product
sulfur.
There are no data on hydrocarbon removal
processes used in lov-Btu gasification
systems. These gases are vented to the
atmosphere and may contain sulfur and
nitrogen oxides along with trace elements.
No data are reported on the characteristics
of these effluents for coal gasification.
These streams will contain suspended and
dissolved organics and inorganics and will
require further treatment.
This stream Is a usable by-product. It may be
combusted on-site, briquetted, or sold.
Kany data are available on the treated gases from
processes that are used In other industries
(petroleum, petrochemical, natural gas, etc.).
These data should be applicable to lov-Btu gasi-
fication.
These streams need to be characterized to determine
the treatment processes required before they are
disposed of.
The amount and kinds of trace elements in the by-
product sulfur will determine Its usefulness in
the production of various products such as ferti-
lizer, chemicals, etc. In certain Instances, the
sulfur nay be disposed of In a landfill rather
than being sold. Therefore, the environmental
acceptability of landfilling sulfur may need to
be evaluated.
Kany data have been reported for controlling hydrocarbon
ealssions from other industries. These data should he
applicable to low-Btu gasification systems.
Characterization of these streams Is needed to
determine the processes required to control the
pollutants in these effluents.
(Continued)
-------
Table 5-1. ENVIRONMENTAL ASSESSMENT DATA REQUIREMENTS
(continued)
Discharge Stream
Scarce
Feedstock and Discharge
Streams Requiring
Characterization
Current Status of
Environmental Data
arks
Spent sorbent and
catalysts
-P-
00
Water Pollution Control
Oll/Vater Se|>aratloa Separator vent gases
By-product tar/oil
Sludge and sol-
solids
Floccalatlon-
Flotation
Mmaolved Organlcs
••n il (Liquid
Extraction)
Dlaaolved Organlcs
Kamoval (Biological
Oblation)
Vent gases
Oily SCUM
By-product phenols
Treated wastewater
Treated vastewatcr
Sludge and semisolids
Ho data are reported on the characteristics
of these solid wastes. These wastes will
contain organic species, heavy metals, and
other hazardous constituents and need to
be treated before being disposed of.
No data have been reported on the composition
of these gases. These gases will contain
sulfur species, cyanides, and hydrocarbons.
There are few data on the composition of
major components In this stream and no data
on the minor constituents such as dissolved
gases and trace elements.
Ho data have been reported on this solid
waste stream for gasification plants.
This stream will contain hazardous organics
and inorganic species and will need to be
treated before disposal.
Same as for separator vent gases.
Same as for spent quench liquor.
There are few data on the composition of
this stream. This stream will contain
a variety of phenolic compounds along with
other organlcs and trace elements.
Few data are available on the major
components In this stream and no data
are available on the minor components
such as trace metals, chlorides, fluorides,
ammonia, and organlcs.
Sane as for the above treated wastewater.
Ho data are available on the character-
istics of this solid waste stream from coal
gasification. This stream will contain
hazardous pollutants such as organlcs,
cyanides, trace elements, etc. and will
require further treatment.
Characterization of these solid wastes and leaching
tests need to be made to determine the treating
processes and disposal techniques required.
Characterization of these gases are required to
determine the processes necessary to control these
emissions before they are vented to the atmosphere.
The characterization of this stream is necessary
to evaluate the type of end uses for the by-product
tar/oil. Using the tar/oil as a combustion fuel
may require flue gas treating processes if the
concentration of sulfur in the tar is excessive.
Characterization of this stream is needed to
determine the processes required to control the
pollutants In this solid waste stream.
as for separator vent gases.
Characterization of this stream is needed to
help evaluate the phenol removal efficiency of
these processes and to evaluate the potential
end-uses of the phenol by-product.
Characterization of this stream is necessary
to determine the types of processes required
to further treat this effluent.
Characterization of this stream is necessary
to determine the processes required to control
the pollutants before disposal. Data on the
treatment of coke oven effluents should be
applicable.
(Continued)
-------
Table 5-1. ENVIRONMENTAL ASSESSMENT DATA REQUIREMENTS
(continued)
Operating
Discharge Sere
Source
Feedstock and Discharge
Streams Requiring
Characterization
Current Status of
Environmental Data
arks
Unsolved Organ Ics
limuiil (Carbon
Adsorption)
Dissolved Organlcs
it< •mil (Cooling
rover Oxidation)
Regeneration gases
Gaseous emissions
Dissolved Organlcs
•amoral (Acid Gas
and Ammonia Strlp-
Cooling tover blowdov
Stripped gases
VO
I
Dissolved Organlcs
•/••oval (Forced
Evaporation)
Evaporation Ponds
Treated uastevater
Vent gases
Treated vaatevater
Slodge or concentrate
Gaseous emissions
Sludge
Ho data are currently available on the
composition of these gases for coal
gasification. These gases will contain
organlcs and inorganics that need to
be controlled.
Ho data are available on the composition
of the gaseous emissions from cooling
tovers that are used to control dissolved
organlcs from coal gasification. These
emissions may contain partially oxidized
organlcs, cyanides, sulfur species, and
trace elements.
Same as for the treated vastewater for
Liquid Extraction.
There are few data on the composition
of major and minor species in these gases.
These gases will contain H2S, COS, CS2,
mercaptans, thiopenes, ammonia, trace
elements, and cyanides.
'iimi as for the treated vastevater for
Liquid Extraction.
Ho data have been reported on the compo-
sition of these gases. These gases will
contain organic vapors, cyanides, ammonia,
and trace elements and need to be controlled.
Same as for the treated vastewater for
Liquid Extraction.
Same as for the sludge for Biological
Oxidation.
Ho data are currently available on the
gaseous emissions fron evaporation ponds.
These emissions will contain volatile
organlcs and sulfur species.
Same as for the sludge from Biological
Oxidation.
Data on the characteristics of these gases have been
reported for using carbon adsorption in other Indus-
tries. The applicability of these data to coal
gasification is uncertain.
Characterization of these emissions is required to
determine whether the dissolved organlcs are actually
oxidized or stripped from the aqueous effluent in
cooling towers.
The gases from acid gas stripping provide a portion
of the feed to the sulfur recovery and control pro-
cess. The composition of trace constituents in this
stream will affect the performance of the recovery
process. The stripped aaaonia represents a by-
product. The characteristics of this strean will
determine whether additional ammonia purification
processes are required.
Characterization of these gases Is needed to
determine the processes required to control
these emissions before venting to the atmosphere.
Characterization of these gases is required to
determine the environmental acceptability of using
evaporation ponds as an ultimate disposal technique.
(Continued)
-------
Table 5-1. ENVIRONMENTAL ASSESSMENT DATA REQUIREMENTS
(continued)
Omcutiom
Discharge Stream
Source
Feedstock and Discharge
Streams Requiring
Chacac ter1ratloo
Current Status of
Environmental Data
arks
Solid Hastes Control
Sludge Reduction
(Incineration and
Pyrolysls)
Gaseous emissions
ical Fixation
Reduced sludge
Fixed Solids
Ul
O
I
Product Gas End Uses
Direct Combustion In
Process Beaters and
Boilers
Direct Combustion
1m Gas Turbines for
Combined Cycle Units
Synthesis/Reductant
Gas
Combustion gases
Combustion gases
Process vent gases
Ho data are currently available on these
emissions for coal gasification processes.
These emissions nay contain organics,
chlorides, fluorides, sulfur species,
and nitrogen oxides and may require
control.
Same as for sludge produced from
Biological Oxidation.
No data have been reported on the
characteristics of this solid waste
for coal gasification systems. Leaching
and stability studies are needed to
evaluate the feasibility of this
process.
There are few data on the composition
of these floe gases. These Elue gases
may contain significant amounts of HHs,
HOI, and trace elements depending upon
the operating characteristics of the
combustion process.
Mo data are currently available; however.
because of the strict specification for
gas purity, there should be minimal pollu-
tion from these emissions.
Because of strict specifications on the
purity of the low-Btu fuel gas, the
pollution attributable to the low-Btu
gas should be negligible.
Characterization of these gages Is needed to
determine whether further treatment Is required
before venting to the atmosphere.
Data on fixed solid wastes have been reported
for other Industries such as the petroleum, petro-
chemical, oonferrous metal, and utility industries.
The applicability of these data is uncertain.
Characterization of these gases Is required to
determine the type of process required to adequately
combust the trace constituents In the product low-
Btu gas.
There are strict specifications for particulate
loading and sulfur and alkaline metal compounds
for using low-Btu gas in combined cycle units.
-------
Table 5-2. DATA REQUIREMENTS FOR CONTROL TECHNOLOGY ASSESSMENT
Operation
Discharge Stream
Source
Screams to be
Characterized
Applicable Control
Technologies
Data Requirements
Remarks
I
l-«
Ul
t->
I
Coml Pretreatment
Coal Handling and
Storage
Coal Crushing and
String
Coal Drying, Partial
Oxidation, and Bri-
quet ting
Coal Gasification
Coal Feeding
Unices
Ash Removal Devices
Partlcnlate emissions
and aqueous effluents
from water runoff
Emissions and hood
collection efficiency
Coal fines, organic
binder, and air
emissions
Vent gases
Vent gases
Ash quench water
Ash or slag
Start-up vent stream
Raw product gas
Fugitive emissions
Coal dust control using
water sprays, waetewater
treatment
Coal dust control using
hoods, cyclones, bag
houses or ESP's
Hydrocarbon control using
afterburners or adsorp-
tion
Particulate collection.
Incineration, recycle
Particulate collection,
cooling. Incineration,
recycle
Recycle, wastewater
treatment processes
Landfill, chemical
fixation, by-product
Incineration, participate
collection (cyclone, ESP)
See gas purification
operation
New designs, automatic
pokers, good maintenance
Particulate characterization
and emission rates of trace
elements, solids, and organlcs
In the water runoff.
Particulate collection effi-
ciencies.
Particulate, hydrocarbon, and
trace element emission rates.
Particulate and gaseous com-
ponents from various coal
feeding mechanisms.
Particulate and gaseous com-
ponents from various ash
removal devices.
Data on suspended and dissolved
organlcs and Inorganics are
needed.
Data on organics, unreacted
carbon, and trace elements
along with leaching tests are
needed.
Data on the amount and type
of organlcs, HjS, COS, S02,
HCN, HHs, and trace elements
are needed along with incin-
eration and particulate
collection efficiencies.
Data on acid gases, particu-
late and tar loadings, NHi,
HCN, sulfur species, and
trace elements are needed.
Same as for the raw product
gas stream.
Data from coal-fired power plants
should be applicable.
Data from coal-fired power plants
and particulate control devices
should be applicable.
Limited data is available
for these emissions.
No data are available on these
emissions.
No data are available on these
emissions.
No data are currently available
on this effluent.
Limited data are available on
this solid waste stream.
No data are available on this
emission.
Limited or no data on particulate
and tar loadings, HjS, C055. CS?.
mercaptans, thlopenes, NH«, HCN,
and trace elements are available.
No data are available.
(Continued)
-------
Table 5-2. DATA REQUIREMENTS FOR CONTROL TECHNOLOGY ASSESSMENT
(continued)
OpKratiam
Discharge Sere
Source
Streams to be
Characterized
Applicable Control
Technologlea
Data Requirements
arks
Cu Purification
Partlcolate Removal
Gas Quenching and
Cooling
Acid Gas Removal
Inlet and outlet gas
and collected partleu-
la tes
Inlet and outlet gas
and collected tar
and partlculates
Spent quench liquor
Inlet and outlet gas
streams and blowdovn
sorbent or solvent
Cyclones, ESP
Spray chambers, hydro-
carbon, packed or plate
towers, air and water
heat exchangers
Recycle or waetevater
treatment processes
Chemical or physical
sorptlon and direct con-
version processes
Data on the partlculate
loadings and size distri-
butions In each gas stream
and the physical character-
istics of the collected
partlculates are needed to
determine collection
efficiencies.
Data on the collection effi-
ciency of partlculates, tars,
oils, NHj. UCM, B2S, COS, CS2,
and trace elenents are needed.
Data on dissolved and sus-
pended organics and inorganics
along with trace elements are
needed.
Data are needed to determine
the acid gas removal effi-
ciencies, the solvent or
solvent degradation character-
istics, composition of the tall
gases, and aolvent/sorbent
blowdovn.
Limited data are available on
these streams. Characteristics
of the partlculate matter will
effect the performance of
particulate removal devices.
Limited or no data are available
on the removal efficiencies for
these species.
Limited data are available for
this effluent. These data will
be used to determine the waatewaeer
for treatment processes required.
Limited data have been reported
on most of the acid gas removal
processes used to treat low/medium-
Btu gas.
Air Foliation Control
Participate Control
Sulfur Recovery
and Control
Hydrocarbon control
Partlculate generating
sources such as coal
handling and storage
processes
Inlet and outlet gas
streams, sulfur by-
product characteristics,
and blowdovn sorhents
or reactants
Inlet and outlet gas
streams, and spent
sorbents and catalysts
Cyclones, ESP, baghouses,
wet scrubbers
Direct conversion and
Claua tall gas cleanup
processes
Afterburners and carbon
adsorption
Data are needed to determine
the effective means of collect-
Ing these emissions so they may
be treated by typical partlcu-
late control techniques.
Data are needed to determine
the sulfur removal efficiencies,
the sorbent or resctant degra-
dation characteristics, and
blowdown stream composition.
Data are needed to determine
the hydrocarbon removal effec-
tiveness and sorbent and
catalyst degradation charac-
teristic*.
The methods of controlling these
emissions are currently available;
however, collecting the participates
from the source may be difficult.
Limited data are available on most
of these processes for treating
sulfur laden gases in gasification
plants.
No data on these processes for
controlling hydrocarbon emissions
from gasification plants have been
reported.
(Continued)
-------
Table 5-2. DATA REQUIREMENTS FOR CONTROL TECHNOLOGY ASSESSMENT
(continued)
Omajcmtlnm
Discharge Stre
Source
Streams to be
Characterized
Applicable Control
Technologies
Data Requirements
arks
•ater Folio t loo Control
Oil/Hater Separation
Suspended Solids
Removal
Maaolved Organlcs
•al
Dlsmulved Orgaaies
Of
Dittolved Organlcs
Inlet and outlet waste-
water streams and sludge
Inlet and outlet waste-
water streams and oily
SCO*
Inlet and outlet waste-
water streams, by-
product phenols, and
solvent blowdown
Inlet and outlet waste-
water streams and the
semisolld wastes
Inlet and outlet waste-
water streams and the
spent sorbent
Filtration, separators
Flocculation—flotation
Liquid-liquid extraction
Biological oxidation
Carbon adsorption
Data are needed to determine
the oil removal effectiveness.
Data are needed to determine
the suspended solid removal
effectiveness.
Data are needed to determine
the phenol recovery effective-
ness and solvent degradation
characteristics.
Data are needed to determine
the organic removal efficiency
and the wastewater composition
effects on the microorganisms.
Data are needed to determine
the organic removal efficiency
and the sorbent degradation
characteristics.
Limited data have been reported
for gasification plants. Coke
oven and refinery data may be
applicable.
No data have been reported for this
process in treating gasification
vastewater. Data from other indus-
tries may be applicable.
Limited data are available on this
process because of its proprietary
nature.
Limited data have been reported
for treating gasification waste-
waters by this process.
No data have been reported for
treating gasification wastewaters
by this process.
Dissolved Organlca
Removal
Dissolved Inorganic
Dissolved Inorganic
•al
Inlet and outlet waste-
water streams and the
air emissions from
the cooling tower
Inlet and outlet waste-
water streams and tail
gases
Inlet and outlet waste-
water streams and the
concentrated liquor
Cooling tower oxidation
Acid gas and ammonia
stripping
Forced evaporation
Data are needed to determine
the amount of organlcs that are
either oxidized or stripped in
the cooling tower.
Data are needed to determine
the acid gas and anaonla re-
moval efficiency and the compo-
sition of the acid gas and
ammonia by-product tail gases.
Data are needed to determine
the amount of volatile constit-
uents In the vaporized water
and the efficiency of reducing
dissolved solids.
Ho data have been reported on the
amount of organics oxidized or
stripped in cooling towers.
Limited data have been reported on
treating gasification wastewaters
by this process.
Limited data are available on
treating gasification wastewaters
by this process'.
Evaporation ponds
Inlet wastewater streams
and the bottom sludge
Data are needed to determine
the amount of air emissions
generated by evaporation ponds
and the potential need for
treating the sludge before
dtapoul.
No data have been reported for
evaporation ponds for disposing
of wastewaters generated from
gasification plants.
-------
Table 5-2. DATA REQUIREMENTS FOR CONTROL TECHNOLOGY ASSESSMENT
(continued)
Discharge Stre
Source
Streams to be
Characterized
Applicable Control
Technologies
Data Requirements
Solid Waste Control
Slodge Redaction and
Chemical Fixation
Undf tiling
Gaalfler ash, sludge,
spent sorbents, and
other solid wastes
Gaslfler ash, sludge,
spent sorbents, and
other solid wastes
Incineration, pyrolysis,
chemical fixation pro-
cesses
Data are needed to determine
the need for further treat-
ment by sludge reduction or
chemical fixation of the solid
wastes before ultlnate disposal.
Leachate tests for trace ele-
ments and for dissolved organics
and inorganics are needed.
Limited data have been reported on
the characteristics of these solid
wastes. Data from refineries and
coal-fired power plants may be
applicable.
Limited data have been reported
on gasification process solid wastes.
Data fro* coal-fired power plants
and refineries may be applicable.
I-1
in
-------
VOLUME I
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26. Bratzler, K., and A. Doerges, "Amisol Process Purifies
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27. Dingman, J. C., and T. F. Moore, "Compare DGA and MEA
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28. Riesenfeld, F. C., and A. L. Kohl, Gas Purification.
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29. Rosenwald, R. H., et al., "Sulfide Oxidation: Sulfox
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31 Raney Donald R., "Remove Carbon Dioxide with Selexol",
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32 Talley, Dennis B., "Startup of a Sour Gas Plant",
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33. Franckowiak, S., and E. Nitschke, "Estasolvan New Gas
Treating Process", Hydrocarbon Process. 49(5), 145-48
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34. Robson, Fred L., et al. , Fuel Gas Environmental Impact;
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35. Reid, L. S., and F. M. Townsend, "New Two-Way Process
Sweetens Gas and Recovers Sulfur", Oil Gas J. 56(41).
120-22, 124 (1958). L-1606
36. Maddox, R. N., Gas and Liquid Sweetening. Norman, OK,
John M. Campbell Co., 1974.L-1643
37. Woertz, R. B., "A Selective Solvent for Purifying
Natural Gas", J. Petrol. Tech. 23_ 483-90 (April 1971).
L-1644
38. Booz-Allen Applied Research, Evaluation of Techniques
to Remove and Recover Sulfur Present in Fuel Gases
Produced in Heavy Fossil Fuel Conversion Plants!
Report No. 9075-015, EPA Contract No. 68-02-1358.
Bethesda, MD, January 1975. L-1669
39. Goar, B. G., "Sulfinol Process Has Several Key Advan-
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40. Grekel, H., "H2S to S...by Direct Oxidation", Oil Gas
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41. "Hydrocarbon Processing Gas Processing Handbook",
Hydrocarbon Process. 54(4), 79-138 (1975). L-4565
42. Doerges, A., K. Bratzler and J. Schlauer, "LUCAS
Process Cleans Lean H2S Streams", Hydrocarbon Process.
55(10), 110-11 (1976). L-8560
43. Kasai, Takeshi, "Konox Process Removes H2S", Hydro-
carbon Process. 54(2), 93-95 (1975). L-730
44. Riesenfeld, F. C., and A. L. Kohl, Gas Purification.
Second edition. Houston, TX, Gulf Publishing Co.,
1974. L-1359
45. Maddox, R. N., Gas and Liquid Sweetening. Norman, OK,
John M. Campbell Co., 1974. L-1643
46. Rawdon, A. H., R. A. Lisauskas and S. A. Johnson, "NOX
Formation in Low and Intermediate BTU Coal Gas Turbu-
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-158-
-------
47 Personal Communications with W. J. Rhodes
L-7888
-159-
-------
EPA-600/7-77-12 5a
4. TITI.I' A\U SUIIl II Lli r-i i i A j. i-v j. t-«
Environmental Assessment Data Base
for Low/Medium-Btu Gasification Technology: Volume
I. Technical Discussion
TECHNICAL REPORT DATA
trail Imiritr in ait nil the ri".'cr'.i' hi-furi' cmnplrting)
\. HI iMiU NO
T
7. AUTHOR(S)
E.C.Cavanaugh, W. E.Corbett, and G. C. Page
9. PERFORMING ORGANIZATION NAME AND ADDRESS
Radian Corporation
8500 Shoal Creek Boulevard
Austin, Texas 78758
12. SPONSORING Af!l NCY NAMC AND AOOI1FSS
EPA, Office of Research and Development
Industrial Environmental Research Laboratory
Research Triangle Park, NC 27711
1. FU CIPII.NVS ACCF-SSION NO.
5. REPORT DATE
November 1977
6. PERFORMING ORGANIZATION CODE
8. PERFORMING ORGANIZATION REPORT NO.
10. PROGRAM ELEMENT NO.
EHE623A
11. CONTRACT/GRANT NO.
68-02-2147, Exhibit A
13. TYPE OF REPORT AND PERIOD COVERED
Task Final: 8/76-6/77
•"4. SPONSORING AGENCY CODE
EPA/600/13
IERL-RTP project officer for this report is William J. Rhodes,
Mail Drop 61, 919/541-2851.
16. ABSTRACT
repOr(; represents the current database for the environmental assess-
ment of low- and medium-Btu gasification technology. Purpose of the report is to
determine: processes that can be used to produce low/medium -Btu gas from coal,
uses of the product gas, multimedia discharge streams generated by the processes,
and the technology required to control the discharge streams. Attention is on the
processes that appear to have the greatest likelihood of near-term commercialization.
This type of screening provides the preliminary basis for establishing priorities for
subsequent phases of the low/medium-Btu gasification environmental assessment pro-
gram. Processes required to produce low/medium-Btu gas from coal are divided into
discrete operations: coal pretreatment, gasification, and gas purification. Each oper-
ation is divided into discrete modules, each having a defined function and identifiable
raw materials, products, and discharge streams. This volume includes a discussion
of the status, significant trends, major process operations, multimedia discharge
stream control strategies, and recommendations for future program activities. Vol-
ume II contains appendices including detailed process, environmental, and control
technology data for the processes considered to have the greatest potential for near-
term commercialization.
17.
1.
Air Pollution
Assessments
Coal
Gasification
Treatment
Gas Purification
KF Y WORDS AND DOCUMENT ANALYSIS
IB. m , f Uli'.i; I H;N :, I A 11 Ml l-J I
Unlimited
b.lDENTIFIfcRS/OPEN ENDED TERMS
Air Pollution Control
Stationary Sources
Environmental Assess-
ment
Pretreatment
19. SECURITY CLASS (Tlih Hi-port)
. ___ __
20. SLCu'niT Y BLAG'S (Tlii.~pa'KeJ'
Unclassified
c. COSATI Held/Group
13B
14B
21D
13H,07A
21. NO. OF CAGES
169
712. PRICE
-160-
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