TVA
Tennessee
Valley
Authority
Emission Control Development Projects
Division of Chemical Development
Muscle Shoals, Alabama
EPRI
Electric Power
Research
Institute
Air Quality Group
Palo Alto, California
EPA
United States
Environmental
Protection Agency
Office of Environmental Engineering & Technology   ERA-600/9-79-043
Office of Research and Development        November 1979
Washington, D.C. 20460
Decision Series

                                  sulfur
                                     apan
                                    .; . .  - '^^B

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energy/environment

R&D decision series
This volume is part of the Energy/Environment
R&D Decision Series. The series presents the key
issues and findings of the Interagency
Energy/Environment Research and Development
Program in a format conducive to efficient
information transfer.
  The Interagency Program, planned and
coordinated by the Environmental Protection
Agency (EPA), was inaugurated in the fiscal year
1975. Research projects supported by the program
range from the analysis of health and
environmental effects of energy systems to the
development of environmental control
technologies.
  The Decision Series is produced for both
energy/environment decision-makers and the
interested public. If you have any comments or
questions, please write to Editor, Office of
Environmental Engineering and Technology,
RD-681, U.S. EPA, Washington, D.C. 20460, or call
(202) 755-0324. Extra copies are available on
request. This document is also available to the
public through the National Technical Information
Service, Springfield, Virginia 22161. Mention of
trade names or commercial products herein does
not constitute EPA endorsement or
recommendation for use.

credits
      EDITOR;  Francine Sakin Jacoff

        TEXT  Charles R. Beek
     EDITORS:  BetteRohse

      TEXT &  Michael A. Maxwell, Industrial
  TECHNICAL  Environmental Research
      REVIEW:  Laboratory, RTP, ORD, EPA
               H. William Elder, Chemical
               Development Division, TVA
               Thomas M. Morasky, Air Quality
               Group, Electric Power Research
               Institute

      DESIGN:  James M. O'Leary

    GRAPHIC  Aija I. Klebers
 PRODUCTION:  Stuart Armstrong
               Jill L. Redden
               Carolyn C. Steele

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^  *             sulfur
                oxides
            control in
                 Japan
   INTERAGENCY ENERGY/ENVIRONMENT RESEARCH AND DEVELOPMENT PROGRAM

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J
                             '**'

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overview:  FGD in Japan
Because of major air and water pollution problems
in Japan during the 1960's economic boom, the
central government established the most stringent
sulfur dioxide (SOa) emission and ambient air
standards in the world. Such controls were
considered necessary because high levels of sulfur
pollution can be potential health and
environmental hazards. For example, inhaling
sulfur dioxide can cause irritation of the respiratory
tract; aggravating asthma and emphysema.
Significant reduction in air visibility can result from
sulfur pollution. Acid rain, another result of SO2
emissions, has been shown to reduce agricultural
and forest productivity, deplete soil nutrients,
cause failure of fish spawning, and corrode
building materials.
   Sulfur oxides are generated from the burning of
fossil fuels. In Japan the major source of SO2
pollution is from the burning of heavy fuel oil by
the electric power generating plants. The primary
methods currently being practiced to control this
pollution are flue gas desulfurization (FGD) and
burning low sulfur fuels. During the past decade,
significant progress has been made in installing
FGD systems to control SO2 pollution. The
effectiveness in improving air quality in Japan and
the reliability of these systems have been
outstanding.
   To evaluate these advances for their potential
application in the U. S., the Honorable Henry M.
Jackson, Chairman of the Senate Committee on
Energy and Natural Resources reo^iested the
Environmental Protection Agency to organize an
industry/government task force to visit Japan to
obtain first hand information on their experience
with FGD systems.
   The task force members' observations during
that trip, their prior knowledge, and information
gathered from referenced sources comprise this
report. The first section provides an overview of
the:
   •  Japanese energy status,
   •  SO2 pollution emissions control regulations,
   •  The general status of FGD applications in the
     industrial and utility sectors,
   •  Comparison of Japanese and U. S. experience.
  The second section provides detailed technical
information on selected FGD installations visited
including plant/FGD specifications, performance
information and process flow diagrams. An
appendix provides further information concerning
members of the visiting task force, a listing of
plants visited, and numbers and capacities of FGD
systems in Japan.
energy status
Approximately seventy-five percent of the utility
power generated in Japan is fossil-fired
steam-electric (87,475 MW including those plants
under construction). Hydroelectric provides
another 20 percent of the power, with nuclear
steam-electric producing the remaining five
percent.
total steam electric
power fuels
                                        3% coal-fired

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               Oil, most of it imported, fuels 85 percent of the
             country's total fossil-fired steam-electric power. A
             rapid increase in energy usage in recent years has
             meant a growing dependence on imported oil
             (presently over 70 percent of Japan's total energy
             supply). In an effort to reduce this dependence, the
             Japanese Government initiated, in 1974, the
             "Sunshine" Project promoting research and
             development on alternative energy technologies,
             including solar,  geothermal, and coal
             liquefaction/gasification.
               Low sulfur fuels, such as naptha and liquified
             natural gas (LNG), are also burned by some of the
             major power companies in heavily polluted
             sections of their service areas. These fuels account
             for 12 percent of the fossil fuels used for the
             production of steam-electric power, and imports
             also are rapidly increasing in this area.
ppro
(yearly average)
.05*
.04
.03"
.02 •
.01
 comparative
       ambient
SO2 standard
  Although, coal-fired utility capacity presently
accounts for only about three percent of the total
steam electric power produced, it is likely that this
percentage will significantly increase in the years
ahead as the price of oil continues to increase.
Over 50 million tons of coal were  mined yearly in
Japan during the early 1960s. That dropped to
around 20 million tons per year as oil imports
increased. Though Japan currently imports over 60
million tons of coal annually, most of it is for coke
production in the steel industry. As part of the
"Sunshine" Project, the Ministry of International
Irade and Industry (MM!) is promoting increased
coal use by utilities. Tb this end EPDC, the
government/industry funded Electric Power
Development Company,  has constructed and is
operating a number of coal-fired power plants.

SOz pollution and regulation
Increasing use of coal by utilities means increasing
potential for sulfur oxides pollution and the need
for emission controls. Such pollution and emissions
regulation are not new to Japan. Since 1967
environmental laws and standards have helped
abate a serious sulfur dioxide (SO2) pollution
problem arising from industry's booming post-war
recovery This improvement reflects the effects of
burning imported low sulfur oil, the widespread
application of FGD systems, and hydrodesulfuriza-
tion of residual oil.
  Sulfur oxides emissions were reduced 50 percent
between 1970 and 1975 as regulations became
more restrictive. This occurred despite a 120
percent increase in energy consumption during
that period. The ambient SO2 standard was
tightened from 0.05 parts per million (ppm) to 0.016
ppm {yearly average) in 1973 with a target
achievement date of 1978. The daily average may
not exceed 0.04 ppm, the hourly average 0.10 ppm.
The standard is much more stringent than the
standards in the U.S., 0.03  ppm (yearly average),
or West Germany, 0.05 ppm.
  The central government  enforces the SO 2
emission standard through the "K value" system.
Under this system,  a specific allowable volume of
SO 2 emission is calculated for each emitting
source within 17 geographical areas. The allowable

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          national air
          sampling network
                                                                          8 rural monitoring stations
                                                                            provide readings on
                                                                            natural sulfur levels
                                                                            in unpolluted regions
                                                                         15 urban monitoring stations
                                                                            provide sulfur level
                                                                            readings in industrial areas
SO 2 is a function of stack height and a constant
factor, K, specified for each geographical region.
The K-factor value depends upon air quality and
the number of emission sources within each
region. The most heavily industrialized regions
have the lowest K value. These K values have been
revised downward almost yearly since 1974 to
achieve the targeted 1978 ambient standard.
  In large cities and heavily industrialized areas,
however, this K-value emissions standard has
proven unsatisfactory in keeping the ambient SO2
concentrations below the  0.04 ppm daily average.
Therefore, in late 1974 the central government
issued a new regulation restricting the total mass
of SO 2 emissions in each of the 11 most poluted
regions. With its application to 13 more regions
since  then, a total of 34 percent of all of the sulfur
oxides emission sources in Japan are now
regulated by the mass standard. The new
regulation has been instrumental in attaining the
ambient standard in 98 percent of the regions.
  Where total mass regulations are not in effect
SO 2 emissions continue to be regulated by the K
value system. Agreements between industry and
prefectural or city authorities establish standards in
these regions for larger, particularly new plants.
These standards are sometimes more stringent
than those of the central government. For example,
many power plants in remote areas are required to
use oil with a sulfur content less than 0.3 percent
or to install FGD to attain the equivalent sulfur
reduction.

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growth of  FGD  plants in Japan
   1200
   1100
              1970
1971
1972
1973
1974
1975
1976
1977
1978
               Fuel type is also subject to regulation. For
             example, plants smaller than 0.4 MW equivalent
             are required to use low sulfur oil. For large plants
             the prefectural governor has established specific
             allowable emission rates that can be met only by
             using ultra low sulfur oil or higher sulfur oil in
             combination with FGD. New plants in the most
             restrictive regions must attain a standard that is
             equivalent to burning oil of less than a 0.079
             percent sulfur content. If more restrictive standards
             should be required for these regions, FGD may not
             provide adequate control.
               The "Pollution-Related Health Damage
             Compensation Law," in effect since 1974, is
             another factor in SO x emissions abatement. In
             certain designated polluted areas, inhabitants
             suffering from pollution-related illnesses receive
             medical care financed through special taxes.  These
             taxes are assessed on total amount of SO2 emitted
             by certain plants (those emitting more than 5,000
             normal cubic meters per hour (Nm3/hr) of flue gas,
                                      even though emission regulations are being met.
                                      This tax rate in the more heavily polluted areas
                                      has increased by a factor of 10 since 1975.
                                      Consequently, a number of companies presently
                                      meeting the regulations are considering installing
                                      FGD plants, as cost of FGD may be offset by the
                                      resulting decrease in the tax.
                                      FGD control technology
                                      Rapid progress was made in installation of FGD
                                      control systems between 1970 and 1975, when the
                                      number of plants grew from less than 100 to over
                                      1,000. This growth stemmed largely from two
                                      factors: sizable cost savings in utilizing high sulfur
                                      fuels in combination with FGD as opposed to
                                      using low sulfur fuels and increasing confidence in
                                      the reliability of FGD system operation.
                                         As of December 1978, over 500 major FGD
                                      plants, having a combined capacity of about
                                      30,000 MW, were operating in Japan. There were
                                      also about 500 small systems installed in plants
                                      averaging 6 MW of equivalent capacity. Of the
                                      total FGD capacity, approximately one third or
                                      10,076 MW is installed in utilities. Another 3,750
                                      MW are under construction or planned. The
                                      remaining FGD capacity is in industrial boilers,
                                      sintering plants, smelters, and sulfuric acid plants.

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  The FGD capacity installed, under construction,
and planned in the Japanese utility industry
represents about 16 percent of its fossil-fired
steam generating capacity. In the U. S., there is
15,773 MW of FGD capacity with an additional
54,327 MW under construction or planned. This
70,010 MW represents 26 percent of the total U. S.
coal-fired generating capacity.
  Growth in FGD capacity has begun to decline in
Japan recently for several reasons. Ambient S02
concentrations in large cities  and industrial
districts dropped to the 0.02 ppm to 0.03 ppm
range; this is close to achieving the ambient
standard of 0.016 ppm. The recent downturn in the
Japanese economy has affected FGD plant
construction. Low sulfur fuels are being burned
more extensively as low sulfur and high sulfur oil
price differentials decrease and FGD by-products
saturate their markets. And stringent nitrogen
oxides (NO *) emission standards have encouraged
development of processes simultaneously removing
NOX and SOX. Rather than install separate NOX
and SOX control systems, industry is awaiting
demonstration of the new technology.  Present
government policy mandating increased use of
coal for power production, however, will likely
reduce this decline in FGD growth rate.
  Among the FGD processes in use in Japan are
the lime/limestone process producing usable
gypsum (45 percent of total FGD plant capacity);
the indirect lime/limestone process—double alkali
type (15 percent); regenerable processes producing
sulfuric acid; elemental sulfur, and ammonium
sulfate as by-products (13 percent);  and sodium
scrubbing to by-produce  sodium sulfite or sulfate
(27 percent). The sodium sulfite is used by paper
mills. Sodium sulfite is also oxidized to sulfate for
use in the glass industry  or discharged in treated
wastewater.
  The FGD processes in four Japanese plants are
described in greater detail in Section E. These
plants are included because of their similarity to
U. S. utility scrubber applications. They are all
coal-fired. Three are utility applications using the
limestone process and producing gypsum. The
fourth is an industrial boiler application that uses
the lime tnrowaway process producing sludge.
significance
Japanese FGD technology is successful in both
utility and industrial applications. Scrubber
installations on coal fired plants routinely attain
SO2 removal efficiencies in excess of 90 percent
and operational reliabilities of over 96 percent.
Installations on oil fired and industrial units
achieve similar efficiencies and reliabilities.
  Although Japan and the U. S. have emerged as
world leaders in developing and applying FGD
technology, Japan has generally moved more
rapidly than the U. S. because of its more serious
air pollution problem. Technical, administrative,
and governmental factors must be considered
when comparing the U. S, with the Japanese
experiences in FGD technologies.
    % of total fossil-fired
    utility capacity*
    15"
FGD control:
U.S. & Japan
                  planned or
                    under
                  construction
                  (54,237 mw)
                                                  planned or
                                                   under
                                                 construction
                                                  (3,750 mw)
    31
                United States
      Japan
      'total U.S. capacity—450,000mw(265,000mwcoal-fired)
      total Japanese capacity—87,475mw (74,354mw oil-fired)

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Technical factors—Three significant factors
affect the performance of Japanese vs. U. S. FGD
systems:
  • Sulfur content of the fuels
  • Closed vs. open loop operation
  • Fuel and absorbent controls
  Sulfur content of coal burned in Japanese utility
and industrial boilers is significantly though not
drastically lower than that used in U. S. power
generating systems. Although this sulfur content
ranges from 0.7 percent to 2.4 percent, a high ash
content and intermediate heating values of
Japanese coal give an SO2 concentration in the
flue gas equivalent to that produced from U. S.
coals of somewhat higher sulfur content. For
example, the 2.4 percent sulfur coal burned in a
Japanese aluminum plant produces an inlet SO2
concentration approximately equivalent to a 3.0
percent sulfur midwest or eastern U.S. coal.
  Japanese FGD systems generally cleanse flue
gases having SO 2 inlet concentrations of 400 to
2300 ppm—a range of inlet sulfur values not
dissimilar to many of those in U. S. FGD systems
on coal-fired utility boilers. Japan has no
experience with the higher sulfur coal such as
those used by many U. S. utilities. The higher SO2
content flue gases associated with burning such
coal are more difficult to scrub due to mass transfer
limitations.
  The successful operation of lime/limestone
scrubbers in Japan has often been attributed to
their generally open loop operation entailing
purging large quantities of process liquids. In order
to evaluate the Japanese FGD systems on a basis
comparable to those in the U. S., however, it is
necessary to relate the quantity of gypsum
produced by an FGD system to the amount of
process liquids purged, thus establishing an
effective pond disposal solids concentration. When
evaluated on this basis, the quantity of liquid
purged in Japanese FGD systems is often quite
similar to that removed in a typical closed loop
U. S. scrubber system employing ponding.
  Fuel and absorbent controls constitute the third
technical factor affecting FGD systems perform-
ance. The suppliers and users of Japanese FGD
systems consider the scrubber operation as
essentially a chemical process. Raw materials
flowing into the scrubbers are thus carefully
controlled to minimize imbalances in the chemical
reactions and to maximize efficiency. Predominant
use of oil as fuel simplifies this control. When coal
is used, blending prior to combustion ensures a
relatively constant SO2 loading into the scrubbing
process. Utilization of only dry prepulverized
limestone meeting strict size and composition
specifications reduces variability in quality of the
absorbent.
Administrative factors—Contractual
arrangements for FGD systems in Japan and the
U. S. differ somewhat in:
  • Design and purchase
  * Operation and maintenance
  The Japanese prepare only general system
specifications, and also demand that scrubber
systems perform with a reliability compatible with
that of the power generating plant. EPDC, for
example, requires the system supplier to correct at
his expense any process/equipment problems
occurring within a year of EPDC's acceptance of
the system. Japanese scrubber systems may
initially be more expensive than U. S. systems, but
they usually require less modification.  The fact that
one supplier (MHI) provides half the lime/limestone
scrubbing systems in Japan undoubtedly enhances
reliability.
  Equally important, the Japanese recognize the
need for specially trained personnel to operate and
maintain FGD systems. Such personnel are
concerned exclusively with the scrubbing systems
and are not rotated into other power plant duties
as is generally the case in the U. S. In some cases,
contracts are negotiated specifically for such
services.

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key factors in Japanese
FGD experience
Governmental factors—Within the context of
Japanese governmental/industrial relations, the
following have been significant in achieving FGD
success:
  •  Monitoring and enforcement
  •  SO 2 emission tax
  •  Government/industry cooperation
Japan employs a stringent, continuous monitoring
and enforcement program. Many prefectural
governments operate an environmental research
center (subsidized by the central government),
some of which are directly linked via telemetry
systems to automatic monitoring stations located
at major emission sources and key ambient sites.
Emission sources must remain in constant
compliance, or violations result in fines and/or
forced shutdown of the source. Violations,
consequently, rarely occur.
  As outlined earlier, Japan taxes certain plants
emitting more than 5000 Nm3/hr of flue gas; tax
proceeds are applied to medical care of those
people suffering from pollution related illnesses.
Taxes vary among the industrialized areas,  one
area having a rate of 345 yen/Nm3 of SO x emitted.
In this area for a typical 150 MW plant emitting 100
Nm3/hr of SOX after 95 percent SO2 control, the
daily tax exceeds 828,000 yen ($4200). A number of
companies are considering installing FGD systems
despite present compliance with SOX regulations,
because the resulting reduction in tax obligation
may well offset the cost of FGD.
  A sincere cooperative spirit appears to exist
between Japanese industry (users and suppliers)
and the regulatory agencies. And the central
government has assisted industry in many
instances in constructing pollution control facilities
by providing low interest loans and allowing
seven-year depreciation of the facilities. MM has
had a major role in promoting cooperation.
  The need for environmental controls for sulfur
oxides was at a crisis level in Japan in the late
1960s. Japanese industry recognized the crisis and
accepted the goal of a cleaner environment.
Utilities and industry have made a sincere effort to
acquire the best FGD systems available and to
maintain good operability.

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plants visited
During the first part of February 1978, a task force
of representatives from the U. S. Environmental
Protection Agency, Electric Power Research
Institute, and the Tennessee Valley Authority
visited 11 flue gas desulfurization plant sites in
Japan. In addition, they conversed with employees
of most of the major scrubber system suppliers, the
Japan Environmental Agency, the Electric Power
Development Corporation (EPDC), the Ministry of
International Trade and Industry, and the Aichi
Prefecture Environmental Research Center, The
visits to the EPDC and Mitsui Aluminum plants
were included because they operate coal-fired
power plants.
   The government-financed EPDC was created in
1952 to  alleviate the serious power shortage in
Japan during the post-war period of
reconstruction. It undertakes the development of
large scale or difficult power development schemes
or multiple purpose projects incorporating
integrated national land development plans. With
power development schemes totaling some 800
billion yen ($3.36 billion/1978), the EPDC has
completed 7000 MW of generating capacity at 50
sites. This includes coal-fired power plants
constructed in accordance with the government's
policy to cut dependence on imported oil. The
EPDC assists in stabilizing electricity supply
through sale of electricity to private utility
companies, interchange of power between regions,
and improved plant efficiency.
  The scrubber systems of the three EPDC utilities
and of the Mitsui Aluminum Company represent
the successful application of FGD to coal-fired
generating units. Technical information on these
FGD installations follows. A comparison of the
characteristics of each of these plants (as well as
the others visited) is provided in Table 1 in the
Appendix.
                                                               Control Boards and Generators, Chubu Electric Company (Courtesy of Japanese Embassy)
                                                                                                               11

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EPDC Isogo station
               EPDC's Isogo Power Station is located in Yoko-
               hama, a heavily industrialized area near Tokyo. The
               environmental standards for the area are the most
               stringent in the country. SO2 emission from the
               plant is limited to 48 Nm3/day—equivalent to 60
               ppm.
                  The plant consists of two 265 MW units. Boilers
               normally burn coal but can also be fired with
               low-sulfur oil. Occasionally a 50-50 coal and oil
               mixture is used depending on fuel availability and
               cost. Maximum sulfur content in coal used is 0.6
               percent; it normally ranges from 0.3 to 0.5 percent.
                  The FGD system employed is the Iffl  Ghemico
               process with limestone as the absorbent.
               Electrostatic precipitators are also used in
               conjunction with the two-stage ventuii scrubber to
               reduce ash loading to 0.05g/Nm3. Emission
               requirements have effectively been met  by the
               FGD system. Reliability has been near 100 percent
               since startup in 1976.
                                               EPDC Isogo Power Station
Process description—The Isogo FGD system
has two equipment trains, each treating 900,000
Mm3 of flue gas per hour. Previous existing induced
draft fans supply gas to new booster fans to
accommodate an FGD system pressure drop of 820
mm H2O. The gas is cooled and cleaned in
two-stages, fixed-throat venturi absorbers, with
liquid-gas ratio in each stage of about 70 gal/1000
ft3. The absorbers are of the Chemico type with
pie-shaped chevron mist eliminator elements
located around the circumference of the vessel at
the scrubber outlet. Below the fixed throat venturi
section, the superficial velocity is about 10 feet/sec.
  About 70 percent of SO2 removal takes place in
the first stage, where pH is 5.4. The pH in the
second stage is controlled at about 7. Facilities for
sulfuric acid addition to adjust pH are provided,
but have not been needed. Overall stoichiometry is
about 1.05.
  Pulverized limestone (100 percent through a 325
mesh) to slurried with fresh water to 15 percent
solids. This slurry is then fed to the second-stage
absorber, and the effluent is pumped  to the first
stage for maximum utilization of the limestone.
Fresh water, used for a mist eliminator wash,
dilutes the recirculated slurry to about 7 percent
solids.
  A bleed stream from the first stage absorber is
treated in a forced oxidation system to produce
gypsum. Gypsum is dewatered in thickeners and
centrifuges; except for a blowdown stream, the
clarified liquid is then returned to the absorber
system. The blowdown is needed primarily to
control chloride concentration below 5000 ppm.
The liquid is discharged through a waste water
treatment facility where the suspended solids,
BOD, COD, and pH are controlled. Dissolved solids
are not regulated.
  The gypsum produced is low grade because of
the high ash content (about 16 percent) and the
relatively high moisture content (15 percent).
However, it is suitable for use in  cement and is
sold for the cost of delivery
  The scrubber is constructed from mild, steel and
is flake lined (applied with a brush). Piping is
rubber lined. Pumps have stainless steel housings
and silicon carbide impellers.
12

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        ISOGO PLANT
              CRUSHED
             LIMESTONE
               (CaCos)
                                                                                   PUMP  i
                                                                                   BLOW  «
                                                                                   DOWN
                                                                                   STREAM
                                                                                      SLOWDOWN
                                           WASTE
                                         WATER FOR
                                         TREATMENT
            In order to emphasize the
            process flow while simplifying
            the presentation of these systems,
            all holding tanks have been
            eliminated except those in which a
            mixing function is performed. Booster fans
            and pumps are generally excluded.
Isogo — design/performance data

SOz control system                   units
                                   nos. 1 & 2

flue gas rate (Nm3/hr)                879,000 each
inlet SOX (dry ppm)                       —
inlet paniculate (g/Nm1)                  —
inlet gas temperature (°C)                 143
scrubber type                         venturi
scrubber capacity (Nm3)             900,000 each
absorbent                           limestone
outlet SO, at stack (dry ppm)              —
average SO2 removal efficiency (%)         90
liquid purge rate (tons/hr)                 —
utility consumption
  electric power (kw)                 6,400 each
  water (tons/hr)                         —
  limestone/lime (tons/day)             50 each
gypsum production (tons/day)          120 each
availability {%}                        near 100
bolter

power generation capacity (MW)              265 each
electrostatic precipitator efficiency (%)           96.7
coal
  heat value (kcal/kg)                         6,200
  sulfur content (%)                          0.2-0.6
  ash content (%)                              16
load variation (%)                            75-50
                                                                                                                                13

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EPDC Takasago station
                The lakasago power station is located near Himeji
                on the Seto Inland Sea, The station has two 250
                MW coal-fired units that burn a blend of domestic
                coals averaging 2.0 percent in sulfur content,
                  SOX emissions for the area were previously
                restricted to 400 Nm3/hr. Under more stringent
                total mass emission regulations effective in April
                1978, allowable emissions have been reduced to
                243 Nm3/hr (136 ppm) at full load.
                  The FGD systems, of the Mitsui-Chemico
                limestone-gypsum process, have consistently
                achieved average SO2 removal efficiencies
                exceeding 93 percent while maintaining 99
                percent operability. Systems maintain particulate
                outlet concentrations below 0.05 g/Nm3.
                                             EPDC Takasago Power StaSon
Process description—Flue gas from the
Ikkasago boiler is split into three streams and sent
to the first stage scrubber (75 percent), pH control
tower (20 percent) and oxidation tower (5 percent).
The flue gas exiting these vessels is then merged,
passes through the second-stage scrubber and is
reheated directly (using 0.3 percent sulfur oil) to
85° C prior to passing into the stack. The process is
characterized by the pH control tower and
oxidation reactor, which utilize SO2 from the flue
gas to lower the slurry pH to 5.8, thus increasing
alkali utilization without using sulfuric acid.
  Preground limestone (90 percent through a 325
mesh) is slurried on-site to 15 percent solids using
centrate and thickener supernate and is fed to the
second-stage scrubber at a stoichiometry of
1.0-1.05 based on the inlet SO2 - Process control is
accomplished by measurement of flue gas volume
and SO 2 concentration, which automatically
determines the slurry make-up volume reo^iired.
  Fine tuning of the make-up feed rate is
maintained by pH control in the second-stage
scrubber, which is operated at pH 6.2 and
liquid/gas ratio of 6.5 liters/Nm3. Recycle slurry
from the second stage is fed to the first-stage
scrubber, which operates at pH 6.0 and lio^ud/gas
ratio of 6.5 liters/Nm3. The recycle slurry is
maintained at 5-6 percent solids. The gypsum
slurry from the oxidizer is pumped to a thickener,
concentrated to a 20 percent slurry and dewatered
by centrifuge, producing gypsum containing
approximately 10 percent moisture.
  Thickener overflow and the centrate are
returned to the process for limestone slurry
make-up absorber liquid level adjustments and
mist-eliminator washing. This supernate is also
blown down (5 tons/hr for Unit No. 1,10 tons/hi for
Unit No. 2) to maintain chloride concentration
below 8000 ppm.
  Four-pass chevron-type mist eliminators are
provided for the second stage scrubber,  which is
secruentialiy washed with process liquid and fresh
water.
14

-------
  TAKASAGO
  PLANT
     FLUE GAS
       FROM
     BOILERS
                                  FIRS
                                 STAGE
                               SCRUBBER
                               (ABSORBER)
                                                                    SECORB
                                                                     STAGE
                                                             ^£^ SCRUBBER
                                                                  (ABSORBER)
                                                                                               _      f=3.  WASTE
                                                                                               sLU'DOWN  I WATER FOR
                                                                                                          TREATMENT
                                                                                          CENTRIFICAU
                                                                                          SEPARATOR W
                                                                                                     SUM  GYPSUM
in order to emphasize the
process flow while simplifying
the presentation of these systems,
all holding tanks have been
eliminated except those in which a
mixing function is performed. Booster fans
and pumps are generally excluded.
Takasago—design/performance data
SOz control system

flue gas rate (Nm3/hi)
inlet SO* (dry ppm)
inlet paniculate (g/Nm3)
inlet gas temperature (°C)
scrubber type
scrubber capacity (Mm3)
absorbent
outlet particulate (g/Nrn3)
outlet SO* at stack (dry ppm)
average SO2 removal efficiency
liquid purge rate (tons/hi)
utility consumption
  electric power (kw)
  water (tons/hr)
  limestone/lime (tons/day)
gypsum production (tons/day)
availability (%)
                                units
                              nos. 1 & 2
                               799,000
                               1500-1700
                                  0.1
                                  150
                            2-stage venturi
                               842,000
                               limestone
                                >0.05
                                >100
                                  93
                                  5

                                6,500
                                  52
                                  125
                                 230
                                 98.8
boiler
power generation capacity (MW)     250 each
coal
  heat value (kcal/kg)              6,000 (est.)
  sulfui content (%)                   2.0
load variation (%)                    100-50
                                                                                                                             15

-------
EPDC Takehara station
                Located near Mihaia on the Seto Inland Sea, the
                Takehara station consists of a 250 MW coal-fired
                unit and a 350 MW oil-fired unit. Since there are no
                large cities in the vicinity of the station,
                environmental regulations are relatively mild. The
                central government restricts emissions to 468
                Nms/hr (600 ppm) and 503 Nm3/hr (620 ppm) for
                Units No. 1 and 2, respectively. An agreement with
                the city and prefectural governments, however,
                limits Unit No. 1 SOX emissions to 195 Nm3/hr (240
                ppm).
                  A Babcock-Hitachi limestone gypsum system
                operates on Unit No. 1. Coal burned in Unit No. 1 is
                domestic (Kyushu) blended on-site to achieve 2.0
                percent sulfur. The Unit No. 1FGD system
                achieves an operabHity in excess of 97 percent and
                an SO 2 removal efficiency exceeding 93 percent.
                Unit No. 2, burning 1.0 percent sulfur oil, has no
                FGD system at present.
                Process description—At the Takehara Station,
                booster fans supply gas to the scrubber from 98%
                efficient electrostatic precipitators. The gas
                contains approximately 200 gm/Nm3 of paniculate
                matter and 1,730 Nm3/hr of sulfur dioxide. The
                scrubber system consists of two identical
                scrubbing trains each designed to scrub about
                400,000 Nm3/hr. Upon entering the scrubbing
                system, the flue gas is split equally, each portion
                entering a prescrubber venturi section where the
                gas is quenched. The precooled flue gas then
                proceeds to a second-stage scrubber containing
                perforated plates that provide good gas-liquid
                contact, Gas flow through each scrubber train is
                controlled by separate fans.
                  Prior to exiting the second stage, the flue gas
                passes vertically through a horizontal mist
                eliminator consisting of finned tube bundles. The
                cleaned gas is then reheated to 120° C by direct
                oil-fired reheaters before exiting through a
                200-meter stack. Total pressure drop across the
                system is reported to be 650 mm H2O (230 mm
                H2O in the prescrubber and 385 mm H2O in the
                scrubber). Fresh water is used to sequentially
                wash the mist eliminator sections. A complete
wash cycle is about 2 hours and requires about
5-10 tons of fresh water per train.
  The scrubbing system uses a limestone slurry of
10 percent solids. The slurry from the second-stage
recycle tank, which has a liquid/gas ratio of about
2 liters/Nm3, is bled to the first stage prescrubber
and recycled at a liquid/gas ratio of about 2
liters/Nm3. Slurry from this prescrubber recycle
tank is continuously bled to a pH adjustment tank,
where sulfuric acid is added to lower the pH before
the slurry is pumped to an oxidation tower. After
passing through the oxidation tower, the slurry is
bled to a thickener. The supernatant liquid is
returned to both recycle tanks and the underflow is
then pumped to centrifuges,  where final
dewatering of the gypsum is accomplished by
batch operation. The byproduct gypsum contains
about 10 percent moisture and is sold for use in the
cement and wallboard industries. Supernatant
liquid from the centrifuges is pumped to the
limestone preparation  tank to slurry the limestone.
This liquid contains substantial gypsum particles
that act as seed crystals to control scale formation
in the scrubber and to control size and type of
gypsum crystals  ultimately produced. In the
second-stage recycle tank slurry, pH is controlled
at 6.0; in the prescrubber recycle tank, pH is
maintained at 5.0.
  Process control is accomplished by measure-
ment of flue gas volume and SO2 concentration,
which automatically determines volume of
make-up slurry required. Liquor flow rate is kept
constant during gas turn-down.
  Energy requirements for the FGD system
(excluding reheat) were reported as 3.1 percent of
unit power generating capacity.
  Plant operators routinely blend coal to maintain
inlet flue gas sulfur dioxide concentrations of
between 1550 and 1650 ppm. The plant has strict
specifications for the pulverized limestone
delivered dry to the plant site. Quality control of
this limestone assures 95% through a 325 mesh
screen, a minimum of 55.4 percent CaO, and
impurities limited to 1.14 percent.  Supernatant
liquid is continuously blown down at a rate of 10-15
tons/hr to maintain a chloride level of 3500 ppm in
the recirculated slurry.
 16

-------
        TAKEHARA
        PLANT
        In order to emphasize the
        process flow while simplifying
        the presentation of these systems,
        all holding tanks have been
        eliminated except those in which a
        mixing function is performed. Booster fans
        and pumps are generally excluded.
Takehara—design/performance data
SO2 control system                   units
                                     DOB. 1 & 2
flue gas rate (Nms/hr)                    809,000
inlet SOX (dry ppm)                     1500-1700
inlet paniculate (g/Nm3)                   0.36
inlet gas temperature (°C)                 140
prescrubber type                        venturi
scrubber type                       perforated plate
scrubber capacity (Nm3)                  852,000
absorbent                             limestone
outlet paniculate (g/Nm3)                 >0.03
outlet SOX at stack (dry pprn)             >100
average SO2 removal efficiency (%)          93
liquid purge rate (tons/hr)                 10-15
utility consumption
  electric power (kw)                    7800
  water (tons/hr)                          56
  limestone/lime (tons/day)                130
gypsum production (tons/day)              225
availability (%)                            97
boiler
power generation capacity (MW)          250
electrostatic precipitator efficiency (%)     98
coal
  heat value (kcal/kg)                   6000
  sulfur content (%)                     2.0
  ash content (%)                       23
load variation (%)                      100-40
annual load factor (%)                    75

-------
Mitsui Aluminum Company, Ltd.
                The MiiM Power Plant in Omuta was built by the
                Mitsu Aluminum Company to provide an assured
                supply of electricity to its aluminum smelter. It is
                the largest privately-owned power station in Japan.
                  Unit No. 1 (156 MW) is equipped with a
                Mitsui-Chernico lime scrubbing system using
                carbide sludge waste from a nearby chemical
                plant. Unit No. 2 employs a Mitsui-Ghemico
                limestone process by-producing gypsum that is
                sold for use in the wallboard and Portland cement
                industries. Both FGD units have achieved
                essentially 100 percent operability (except for one
                10-day outage of Unit No. 2). Their S02 removal
                efficiencies have consistently been in excess of 90
                percent.

                                     Mitsui Aluminum Co.. Ltd-, Miiki Power Plant
Process description—Unit 1—Unit No. 1 of the
MiiVd Power Plant consists of two scrubber trains,
each capable of handling 75 percent of total flue
gas capacity (512,000 Nm3/hr). Of additional
interest is the 25-MW slip stream prototype
subsequently added to study the limestone/
gypsum process. Although this prototype is no
longer in operation, reportedly it could be restarted
to provide 100 percent flue gas treatment in
conjunction with one train should the second train
require shutdown.
  Flue gas  passes through a two-stage venturi
scrubber (450 mm H2O total pressure drop), where
SO 2 and residual particulate are removed. The
cleaned flue gas is reheated to 85° C prior to
discharging through a 130-meter stack.
  The system uses a mixture of wet  (50-60 percent
moisture) and dry (47 percent moisture) carbide
lime, which is adjusted to a final slurry
concentration of 15 percent. Make-up slurry feed
rate is manually controlled by recycle slurry pH,
which is maintained at 8 (although designed for
6.8). Suspended solids content of the recycle slurry
is normally maintained at around 5-6 percent by
weight. Liquid/gas ratio for each stage is around
40 gal/1000 standard cubic feet.  Delay tank
residence times for the first and second stages
were reported as 20 and 4 minutes, respectively. A
bleed stream from the first stage delay tank is
transported to a settling pond, where the
supernatant liquid is returned to the process for
carbide lime make-up, absorber liquid level
adjustments, and mist eliminator washing.
Four-stage chevron-type mist eliminators are
provided for both first and second stages and are
intermittently washed with fresh water and
recirculated pond liquor. Gas velocity through the
mist eliminator is around 2.7 meters/sec.
Process description—Unit No. 2—The
process description for Unit 2 is not  included here
because it was the  same limestone process  as the
 lakasago plant, previously described.
  18

-------
   MITSUI UNIT 1#
      In order to emphasize the
      process flow while simplifying
      the presentation of these systems,
      all holding tanks have been
      eliminated except those in which a
      mixing function is performed. Booster fans
      and pumps are generally excluded.
Miiki unit 1 — design/performance data
SOz control system                 unit no. 1      unit no. 2
flue gas rate (Nms/hr)                    512,000         552,000
inlet SO, (dry ppm)                    2100-2300       1900-2100
inlet partioulate (g/Nm3)                    0.6             0.6
inlet gas temperature (°C)                   136             138
scrubber type                      2-stage venturi   2-stage venturi
scrubber capacity (Nm3)                385,000 x 2     552,000 x 1
absorbent                            carbide lime      limestone
outlet paniculate (g/Nm3)                 >0.06          >0.06
outlet SO, at stack (dry ppm)              >200           >200
average SOz removal efficiency (%)         90 +            90 +
liquid purge rate (tons/hr)                   90             20
utility consumption
  electric power (kw)                    3650            4240
  water (tons/hr)                                        36.5
  bunker c  oil (kl/day)                      15             18
  limestone/lime (tons/day)                 110             110
  catalyst (kg/hi)                                         20
gypsum production (tons/day)                              180
availability (%)                            100             99
                                                  (100 since 11/75)
bolter
steam generation capacity (tons/hi)
power generation capacity (MW)
electrostatic precipitator efficiency (%)
coal
  heat value (kcal/kg)
  sulfur content (%)
load variation (%)
    490
    156
    98.6

 5500-5800
    2.4
   100-50
(usually 100)
    550
    175
    98.6

 5500-5800
    2.4
   100-50
(usually 100)
                                                                                                                                   19

-------
appendix
task force membera
               Michael A. Maxwell (Chairman)
               Chief, Emissions/Effluent Technology Branch
               Industrial Environmental Research Laboratory
               U. S. Environmental Protection Agency
               Research Triangle Park, North Carolina
               H- William Elder
               Manager, Emission Control Development Projects
               Division of Chemical Development
               Tennessee Valley Authority
               Muscle Shoals, Alabama
                                   Thomas M. Morasky
                                   Manager, SO, Subprogram
                                   Air Quality Group
                                   Electric Power Research. Institute
                                   Palo Alto, California
                                   Dr. Jumpei Ando (Consultant)
                                   Professor, Chuo University
                                   Tokyo, Japan
 plants visited
               Plant
               Owner
               EPDC
               EPDC

               EPDC
Plant
Site
Takehara
Takasago

Isoga
               Mitsui Aluminum   Omuta
               Mitsui Aluminum   Omuta
               Chuba Electric    Owase
Plant  FGD
Type  Process
C, U   Babcock-Hitachi
C, U   Chemico-Mitsui

C, U   Chemico-IHI

C, I    Mitsui-Chemico
C, I    Chemico-Mitsui
O, U   MHI
               Chugoku Electric  Shimonoseki  O, U   MHI
               Idemitsu Kosan   Chiba
            O, I    Chemico-Mitsui
               Chuba Electric     Nishinagoya  0, U   Wellman-MKK
               Naikai           Tamano      O, i    Dowa
               Dowa Mining      Okayama    A     Dowa
               Japan Exlan      Saidaiji      O, I    Kawasaki
Capacity
(MW)
250
250
(2 units)
265
(2 units)
175
156
375
(2 units)
400
160
220
30 (eq)
50 (eq)
80
Absorbent
CaCCh
CaCOa
CaCOs
CaCOs
Carbide lime
Ca(OH)2
CaCOs
MgO
NasSOs
AMSO-Oa- CaCOa
Alz(SO«)3- CaCOs
MgO - CaCOa
By-Product
Gypsum
Gypsum
Gypsum
Gypsum
Sludge
Gypsum
Gypsum
Sulfur
H2SO4
Gypsum
Gypsum
Gypsum
Year
Operational
1977
1975/76
1976
1975
1972
1976
1977
1975
1973
1976
1974
1976
               C = coal, O = oil, U = utility boiler, I = industrial boiler, A = HzSO4 plant
 20

-------
number/capacities (1,000 Nm*/hr) of FGD installation!
                 Plant Constructor
                 Mitsubishi Heavy Industries (MH1)
                 Ishikawajima H. I. (1HI)
                 Hitachi, Ltd.
                 Mitsubishi Kakoki (MKK)
                 Kawasaki Heavy Industries
                 Tsukishima Kikai fTSK)
                 Chiyoda Chemical Engineering
                   & Construction
                 Oji Koel
                 Fuji Kasui Engineering
                 Kurabo Engineering
                 Mitsui MBke-Chernico
                 Ebara Manufacturing
                 Nippon Kokan(NKK)
                 Kureha Chemical
                 Showa Denko
                 Cadlius
                 Sumitomo (SCEC)-Wellman
                 Mitsui Metal Enginnering
                 Kobe Steel
                 Japan Gasoline
                 Dowa Engineering
                 Niigata Iron Works
                 Mitsui Shipbuilding
                 Sumitomo Heavy Industries
                        Total
                 1 Process type
                 Byproduct
steam power capacity vs. FGD capacity
                                                                     Indirect
Jmq/J-
33
17
13
2
4
1


7

4

3




4
5
1




94
mestone'
Gypsum2
(18,270)
(4,445)
(6,940)
256
(756)



(3,954)

(2,744)
*
(245)




(1,006)
(1,125)
(330)




(40,171)
time/Limestone
Gypsum



6
4
14


5

11
1







5
1


47



(5,450)
(398)
(4,459)


(413)

(1,914)
(150)







(453)
(185)


(13,422)
Regenerate;
HjSOt, S

2
13

1



1
1

2



6
2

1



1
30

(590)
(6,478)

(88)



(18)
(500)

(1,990)



(1,288)
(130)

(125)



(150)
(11,357)
Once through
NaiSOa
3 (292)
79
15
41
7
40

57
6
106

10
6
8
5
8






1

392
(4,351)
(603)
(913)
(256)
(4,042)

(4,280)
(270)
(3,751)

(1,167)
(62)
(1,431)
(1,372)
(1,291)






(160)

(24,241)
Total
36 (18,562)
96
30
56
17
46
14
57
13
112
5
21
12
8
5
8
6
6
5
Z
5
1
1
1
563
(8,796)
(8,133)
(7,643
(6,380)
(4,528)
(4,459)
(4,280)
(4,224)
(4,182)
(3,244)
(3,081)
(2,447)
(1,431)
1,372
(1,291)
(1,288)
(1,136)
(1,125)
(455)
500)
185)
160)
(150)
(89,138)
                                                                                                            *500 add'l small FGD plants
Total power capacity (MW)

Power Company
Hokkaido
Tohoku
Tokyo
Chubu
Hokuriku
Kansai
Chugoku
Shikoku
Kyushu
EPDC
Niigata
Showa
Toyama
Mizushima
Sumitomo
Sakata
Fukui
Others
TOTAL

Existing
1,270
3,925
19,167
9,933
1,412
10,672
3,777
2,687
4,500
1,430
350
550
750
462
368
0
0
5,512
66,775
Under
Construction
1,225
1,200
4,400
3,800
1,000
1,200
1,800
450
2,700
1,000
350
0
0
0
250
700
250
375
20,700

Total
2,495
5,125
23,567
13,733
2,412
11,872
5,777
3,137
1,376
2,430
700
550
750
462
618
700
250
5,887
87,475
FGD capacity (MW)

Existing
0
550
283
970
600
930
1,350
900
1,376
1,280
175
400
250
156
156
700
0
0
10,076
Under
Construction
525
350
0
0
500
0
700
0
250
1,000
175
0
0
0
0
0
250
0
3,750

Total
525
900
0
970
1,100
930
2,050
900
1,626
2,280
350
400
250
156
156
700
250
0
13,826

(%)
21.0
17.6
1.2
7.1
45.6
7.8
36.8
12.5
22.6
93.8
50.0
72.7
33.3
33.8
25.2
100.0
100.0
0.0
15.8
                                                                                                                                21

-------
 FGD systems in Japan
Boiler
Power company
Tohoku
Tohoku
Tohoku
Tohofcu
Totiaku
Tokyo
Tokyo
Chubu
Chubu
Chubu
Hokuriku
Hokuriku
Hokuriku
Kansai
Kansai
Kansai
Kansai
Kansai
Kansai
Kansai
Kansai
Chugoku
Chugoku
Chugoku
Chugoku
Chugoku
Hokkaido
Shikoku
Shikoku
Kyushu
Kyushu
Kyushu
Kyushu
Kyushu
Kyushu
Kyushu
EPOC
EPOC
EPDC
EPDC
EPDC
EPDC
Niigata
Showa
Showa
Toyama
Mizushima
Sumitomo
Sakata
Sakata
Fukui

Power station
Shinsendai
Hachinohe
Niigata
Niigata H.
Akita
Kashima
Yokosuka
Nishinagoya
Owase
Owase
Toyama
Fukui
Nanao
Sakai
Amagasaki
Amagasaki
Amagasaki
Osaka
Osaka
Osaka
Kainan
Mizushima
Tamashima
Tamashirna
Shirnonoseki
Shimonoseki
Higashilornakomai
Anna
Sakaide
Karita
Karatsu
Karatsu
Ainoura
Ainoura
Buzen
Buzen
Takasago
Takasago
Isogo
Takehara
Matsushima
Matsushima
Niigata
lohihara
Ichihara
Toyama
Mizushima
Niihama
Sakata
Sakata
Fukui

No.
2
4
4
1
3
3
1
1
1
Z
1
1
1
8
1
1
1
3
2
4
4
2
3
2
2
1
1
3
3
2
2
3
1
2
1
2
1
2
1
1
1
2
1
1
5
1
5
3
1
2
1
47
MW
600
250
250
600
350
600
265
220
375
375
500
350
500
250
156
156
156
156
156
156
600
156
500
350
400
175*
500
450
450
375
375
500
375
500
500
500
250*
250*
265*
250*
500*
500"
350
150
250
250
156
156
350
350
250

FGD
MW
150
125
125
150
350
150
133
220
375
375
250
350
500
63
35
121
156
156
156
156
150
100
500
350
400
175
250
450
450
188
188
250
250
250
250
250
250
250
265
250
500
500
175
150
250
250
156
156
350
350
250


Process developer
Kureha-Kawasaki
Mitsubishi H. I.
Wellman-MKK
Mitsubishi H. J.
Kureka-Kawasaki
Hitachi-Tokyo
Mitsubishi H. I.
Wellman-MKK
Mitsubishi H. I.
Mitsubishi H, I.
Chiyoda
Chiyoda
Not decided
Sumitomo H. I,
Mitsubishi H, ,
Mitsubishi H. I.
Mitsubishi H. I.
Babcock-Hitachi
Babeock-Hltacni
Babcock-Hitachi
Mitsubishi H. 1.
Babcock-Hitachi
Babcock-Hitachi
Babcock-Hitachi
Mitsubishi H. 1.
Mitsubishi H. 1,
Not decided
Kureha-Kawasaki
Kureha-Kawasaki
Mitsubishi H, ,
Mitsubishi H. .
Mitsubishi H. .
Mitsubishi H. .
Mitsubishi H, ,
Kureha-Kawasaki
Ku reha-Kawasaki
Mitsui-Chemico
Mitsui-Chemico
Chemico-IHI
Babcock-Hitachi
Not decided
Not decided
MH1
Showa Oenio
Babcock-Hitachi
Chiyoda
Mitsubishi H. 1.
IHI
Mitsubishi H. 1.
Mitsubishi H. 1.
Not decided


Absorbent, precipitant
NazSOa, CaCOa
CaO
Na2SOa
CaCOs
NaaSOa, CaCOa
Carbon, CaCOa
CaCOa
Na2SOa
CaO
CaO
HzSO4, CaCOa
H2SO4, CaCOa
HzS04, CaCOa
Carbon
CaO
CaO
CaO
CaCOa
CaCOa
CaCOa
CaO
CaCOa
CaCOa
CaCOa
CaCOa
CaCOa
CaCOa
NajSOa, CaCOa
NazSOs, CaCOa
CaO
CaCOs
CaCOa
CaCOa
CaCOa
NajSOa, CaCOa
NazSOa, CaCOa
CaCOa
CaCOs
CaCOa
CaCOs
CaCOa
CaCOa
CaCOa
NazSOa, CaCOa
CaCOa
H2SO4, CaCOa
CaO
CaCOs
CaCOa
CaCOa
CaCOa


By-product
Gypsum
Gypsum
H2SO4
Gypsum
Gypsum
Gypsum
Gypsum
H2SO4
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum
H2SO4
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum
Gypsurn
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum
Gypsurn
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum
Gypsum

Year of
completion
1974
1974
1976
1976
1977
1972
1974
1973
1976
1976
1974
1975
1978
1972
1973
1975
1976
1975
1975
1976
1974
1974
1975
1976
1976
1979
1981
1975
1975
1974
1976
1976
1976
1976
1977
1978
1975
1976
1976
1977
1980
1980
1975
1973
1976
1975
1975
1975
1976
1977
1977

'CoaHired boilers. Others are for oil-fired boilers.

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conversion factors
              For convenience in comparing metric units with
              English system units and Japanese yen with
              dollars the following conversion factors may be
              useful.
                  1 m (meter)
                  1m3
                  11 (metric ton)
                  1 kg (kilogram)
                  1 liter
                  1 kl (kiloliter)
      3.3 feet
     35.3 cubic feet
      1.1 short tons
      2.2 pounds
     0.26 gafton
     6.19 barrels
                The capacity of flue gas desulfurization plants is
              expressed in Nm3/hr (normal cubic meters per
              hour).
  The L/G ratio (liquid/gas ratio) is expressed in
liters/Nm3.

    1 liter/Nms         =   7.4 gallons/
                            thousand standard
                            cubic feet

  When using cost data in this report the following
conversion should be used:
    Yen/Dollar
238 (1978, first
Quarter)
                   INnrVhr
=    0.59 standard cubic
     foot per minute
                                                                                                                23

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                              for
                      further
                     reading
Elder, H. W. et al, Sulfur Oxide Control
Technology—Visits in Japan—
August 1972—Interagency Report,
October 30,1972.

An do, J , Recent Developments in
Desulfurization of Fuel Oil and Waste
Gas in Japan—1973, EPA-R2-73-229,
May 1973.

Hollinden, G. A. and Princiotta, F. T.,
Sulfur Oxides Control Technology—
Visits in Japan—March 1974,
Interagency Report, October 15,1974.

Ando, J. and Isaacs, G.A., SO?
Abatement for Stationary Sources in
Japan, EPA- 600/2-76-031a, January 1976,

Kawanishi, S., Environmental Laws
and Regulations in Japan, Japan
Environmental Agency Report, February
1976.
Ando, J. and Laseke, B. A., SOz
Abatement for Stationary Sources in
Japan, EPA-600/7-77-103a, September
1977.

Kagawa, T., Quality of the Environ-
ment in Japan—1977, Japan
Environmental Agency Report, November
1977.

Ando, J. "Status of SOX and NOX Removal
Systems in Japan," in Proceedings:
Symposium on Flue Gas
Desulfurization—Hollywood, Florida,
November 1977 (Volume 1)
EPA-60G/Y-78-058a, March 1978.

Ando, J. et al, SOx Abatement for
Stationary Sources in Japan—
EPA-600/7-78-210, November 1978.

Laseke, B. A., EPA Utility FGD Survey:
December 1977-January 1978,
EPA-600#-78-051a, March 1978.

Kagawa, T., Quality  of the
Environment in Japan—1978, Japan
Environmental Agency Report, December
1978.
24

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