ENVIRONMENTAL HEALTH SERIES
Air Pollution
ATMOSPHERIC
EMISSIONS
FROM  THE
MANUFACTURE  OF PORTLAND  CEMENT
 U. S. DEPARTMENT OF HEALTH, EDUCATION, AND WELFARE
             Public Health Service .

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  ATMOSPHERIC EMISSIONS FROM THE
MANUFACTURE OF PORTLAND  CEMENT
                Thomas E. Kreichelt
                Douglas A. Kemnitz
                      and
                  Stanley T. Cuffe
        National Center for Air Pollution Control
U. S. DEPARTMENT OF HEALTH, EDUCATION, AND WELFARE
               Public Health Service
    Bureau of Disease Prevention and Enviromental Control
                 Cincinnati, Ohio

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The  ENVIRONMENTAL  HEALTH SERIES  of reports was established
to report the results of scientific and engineering studies of man's en-
vironment: The community, whether urban, suburban, or rural, where
he lives, works, and plays; the air, water and earth he uses and reuses;
and the wastes he produces and must dispose of in a way that preserves
these natural resources.  This SERIES of reports provides for profes-
sional users a central source of information on the intramural research
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vironmental Control, and on their cooperative activities with State and
local agencies, research institutions, and industrial organizations.  The
general  subject area of each report  is indicated by the letters that
appear in the publication number; the indicators are
                  AP   Air Pollution

                  RH   Radiological Health

                  UIH  - Urban and Industrial Health
Reports  in the SERIES will be distributed to requesters,  as  supplies
permit.  Requests for reports in the  AP SERIES  should be directed to
the Air Pollution Technical Information Center, National Center for Air
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          Public Health Service Publication No.  999-AP-17

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                        CONTENTS








                                                         Page



Abstract  	      v




Introduction   	     1




Summary	     1




Industry Growth  	     3




     Location of Cement Plants	     3




     Production	     3




     Raw Materials	     6




Fuel Consumption	     8




Cement Production Process   	     8



     Quarrying and Crushing	     10




     Mixing and Grinding	     10




          Dry Process	     10




          Wet Process	  . .     11



     Clinker Production  	     11




     Finish Grinding and Packing	     13




Emissions and Their Control	     13




     Crushing	     13




     Raw Drying and Grinding  Dry Process	     15




     Raw Grinding - Wet Process	     16




     Kiln Operation 	     16





                              iii

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           Gaseous Emissions
           Particulate Concentrations Before Dust
           Collectors  ...........................     18

                Dry Process ......................     19

                Wet Process ......................     19

      Evaluation of Dust Control Equipment as it Affects
      Kiln Effluent ..............................     22

      Grate Preheater Process .....................     25

      Clinker- Cooler Emissions .....................     26

      Finishing and Shipping  .......................     26

Trends  .....................................     26

Acknowledgments ...............................     27

References ...................................     29

Appendix  ...................................     31
                                IV

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                        ABSTRACT
   This report summarizes published and unpublished information on
actual and potential atmospheric emissions resulting from the manu-
facture of cement.  Raw materials, process equipment, and production
processes are described, as well as the location of plants, and process
trends.  Emission and related operating data are presented, along with
methods normally employed to limit or control emissions from the dry,
semi-dry, and wet processes.

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     ATMOSPHERIC EMISSIONS  FROM THE
    MANUFACTURE OF PORTLAND  CEMENT
                         INTRODUCTION

   This report has been prepared to provide reliable information on
actual and potential atmospheric emissions from portland cement man-
ufacturing plants and on methods and equipment normally employed to
limit these emissions to satisfactory levels.

   Background information has been included to define the importance
of the cement industry in the United States.  Basic characteristics of
the industry are discussed, including projected growth rates, types of
raw materials,  and the  number and location of cement manufacturing
sites in the United States.

   Process descriptions are  given for both the wet process and the
dry process to provide  a basic understanding of these processes for
those interested in dust emissions originating from the manufacture of
cement.  Emissions from both processes are reviewed in detail,
normal ranges are given, and methods of emission control and re-
covery are described.

   Because the  cement  industry in the United States  has been a basic
industry for many years with well-established manufacturing proce-
dures, and indications are that the industry growth in recent years
closely parallels the growth curve of the general economy, the infor-
mation provided in this report on emissions and their control may
likely provide characteristic information for a period of 5 to 10 years.

   Although this review of the industry has been prepared primarily
for public officials concerned with the control of air pollution, the
information may also be useful to cement plant management and tech-
nical staffs and to other professional people interested in emissions
from portland cement manufacturing plants.
                            SUMMARY

   In 1964, production of portland cement in the United States was
approximately 361,000,000 barrels.  Cement production is expected to
increase at the rate of about 5 percent per year, with a comparable
increase in the construction of new plants.  (See Figure l.)l>2,3

   All portland cement is made by either the wet process or the dry
process. Almost all new plants utilize long kilns (greater than 400
feet) with chain or other preheating systems.

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   1,800
   1,600
   I ,WO
   1,200
   1,000
    800
    600
    too
    200
           "1	1	T
1	1	1	1	1	1	1    r
            / (PROJECTED TREND)

            I
                I
                     I
                         I
                              I
                                  I
                                       I
                                           I
                                                I
                                                    I
                                                                  I
      1930      19^0      1950      I960      1970      1980      1990     2000
      Figure 1. Portland cement production in the United States (References 1, 2, and 3).


   The main source of emissions in the cement industry is the kiln
operation. Dust generated in the dry-process kiln may vary from 1 to
25 percent expressed in terms of finished cement; from the wet pro-
cess, 1 to 33 percent.  Sulfur dioxide emissions from the kiln opera-
tion are generally minor; most of the oxides of sulfur in the kiln gases
combine with the alkalies as condensed sulfates.   In the  wet process,
an odor problem may arise from heating certain types of raw material
such as marine shells, marl, clay, or shale.

   Another important source of dust emissions in the cement industry
is the dryer normally used in dry process plants.
                               ATMOSPHERIC EMISSIONS FROM THE

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   Dust can be adequately arrested in the cement industry by proper
plant layout and proper selection of high-efficiency multicyclones,
electrostatic precipitators, or fabric filters.  Electrostatic precipita-
tors or fiber-glass fabric filters that have been properly designed,
installed, operated, and maintained will adequately collect the dust
from the hot kiln gases.   In many plant designs, multicyclones precede
the precipitator or fabric filter.  Precipitators or low-temperature
fabric  filters alone may be  adequate on other unit operations such as
handling,  crushing, grinding, drying, and packaging.  Dust emissions
as low as 0.03 to 0.05 grains per standard cubic foot have been obtained
in newly designed well-controlled plants.
                   INDUSTRY CHARACTERISTICS

LOCATION OF CEMENT PLANTS

   The availability of markets and raw materials determines the loca-
tion of a cement plant.  The more important considerations are:  (1) a
potential market nearby or within the range of low cost transportation;
(2)  suitable raw materials sufficient to supply a plant for 50 to 100
years;  (3) adequate transportation facilities for  shipping the finished
product to its destination;  (4) adequate fresh water of a quality suitable
for process use, cooling, cleaning, and washing;  (5)  adequate uniform-
quality fuels available at attractive prices; (6) available skilled and
unskilled labor; and (7) available electric power at an attractive rate.
To  meet these conditions, cement plants are concentrated in certain
groups or patterns (Figure 2): (1) eastern Pennsylvania and the
Hudson River Valley, serving the eastern metropolitan areas; (2)
Birmingham, Alabama, area,  serving the central south;  (3)  St. Louis
and Kansas City,  Missouri,  areas, serving the midwest;  (4) central
Texas;  (5)  California; and (6) the Pacific Northwest. In addition to
these concentrations, cement plants are located convenient to other
markets and available materials. For example some plants are
located in the Appalachian Mountains because of the availability
of a certain type of limestone, and other plants are located in
West  Texas, Oklahoma,  Kansas,  and Louisiana to take advantage
of available natural gas  as fuel.

    Table  1 lists districts in which portland cement manufacturing
plants were located in the United States as of December 31, 1964, and
their  approximate total capacities.

PRODUCTION

    In 1964, the United States produced 361,000,000 barrels of port-
land cement, a 4.3 percent growth over  1963  (see Figure 1).  This is
75.5 percent of the 1964 rated capacity of 478,000,000 barrels.4 The
production rates for 1963, estimated percentage of utilization in 1963,
and capacity rates for 1964 are summarized by area location in
Table I.1

MANUFACTURE OF PORTLAND CEMENT                          3

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Table 1. PORTLAND CEMENT MANUFACTURING CAPACITY OF
THE UNITED STATES BY DISTRICTS, 1964 (References 4,5, and 6)
District
New York, Maine
Eastern Pennsylvania
Western Pennsylvania
Maryland, West Virginia
Ohio
Michigan
Illinois
Indiana, Kentucky,
Wisconsin
Alabama
Tennessee
Virginia, North Carolina.
South Carolina
Georgia. Florida
Louisiana. Mississippi
Iowa
Minnesota. South Dakota,
Nebraska
Kansas
Missouri
Oklahoma. Arkansas
Texas
Colorado. Arizona, Utah.
Ne\\ Mexico. Nevada
Wyoming. Montana. Idaho
Northern California
Southern California
Oregon. Washington
Hawaii
Total
Approximate capacity
in thousands of
Active barrels, Dec. 31,
plants 1964
14
14
5
4
9
9
4
8
9
6

5
7
5
5

4
6
5
5
17

8
4
6
7
9
o
177
43,406
36,118
11,758
12,150
19,700
35,472
12,250
28,600
19,540
10,024

13,790
20,472
9,800
15,680

10,100
13,440
15,800
15,200
42,650

19,600
4.800
20,800
38.650
11,410
2.700
483,910
Production in
thousands of
barrels, 1963
24,033
30,480
7,956
10,277
16,375
24,388
9,588
19,166
12,575
8,793

8,562
11,288
8,304
12,790

7,856
8,248
12,624
11,282
29,089

13,488
3,614
17,973
28,120
7,799
1,429
346,097
Estimated
percent uti-
lized, 1963
76
84
68
84
72
67
94
85
73
83

78
76
79
87

84
64
76
70
60

84
83
86
72
75
50
73.8
                         ATMOSPHERIC EMISSIONS FROM THE

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o
H
cl
o
3
f

o
o
                                                 Figure 1. Portland cement plant locations in the United States (1965).

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   Portland cement is produced by either the dry or the wet process.
In 1964 there were 110 wet-process and 69 dry-process plants in the
United States (see Figure 2). The number of both wet- and dry-process
plants may be expected to increase at a comparable rate.  A compari-
son of cement production by the two processes is shown in Table  2.

   The individual plants, their locations, process types, and capacities
are listed in the Appendix. Although the plant capacities range from
less than 1,000,000 barrels to almost 14,000,000 barrels per year, over
50 percent of them have capacities ranging from 2,000,000 to 4,000,000
barrels per year.

        Table 2. COMPARISON OF WET AND DRY PROCESS
        PRODUCTION OF PORTLAND CEMENT (Reference 1)
       No. of plants

       1964 approximate total
       capacity, 1,000 bbl

       Percent of
       total capacity

       1963 total production,
       1,000 bbl

       Percent of total
       production
                                Wet Process
                                   110
285,270
58.9
202,097
58.4
               Dry Process
                                                    69
198,640
                 41.1
144,000
                 41.6
       aTwo plants use both wet and dry processes.

RAW MATERIALS

   The raw materials required to make cement may be divided into the
following components: lime (calcareous), silica (siliceous), alumina
(argillaceous), and iron (ferriferous).  In the United States more than
30 different types or classes of raw materials are used to manufacture
cement.  To produce one barrel of cement weighing 376 pounds, approx-
imately  600 pounds of raw materials (not including fuel) are required.*
(Approximately 35 percent of the raw material by weight is volatilized
as carbon dioxide and water vapor.) The total tonnages of raw materials
used in producing portland cement in the United States are shown in
Table 3.

   Approximately 73 percent of the domestic output of portland cement
in 1962 was made from a combination of limestone and clay or shale.

   Cement rock (argillaceous limestone), a  low-magnesium limestone-
containing clay, was used in about 19 percent of the portland cement
produced.1  The Jacksonburg limestone of the Lehigh Valley area of
                              ATMOSPHERIC EMISSIONS FROM THE

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Pennsylvania is a well-known source of cement rock.  Quarry materials
are corrected to the desired composition for kiln feed by adding small
amounts of clay or high-calcium limestone.

   Along the Gulf Coast of the United States, oyster or clam shells are
used as sources of calcareous material; in San Francisco oyster shells
occurring in brackish water deposits have been found  suitable for ce-
ment manufacture.  Other forms of calcium carbonate of relatively high
purity, such as coral rock in Florida, chalk in Alabama  and Arkansas,
and alkali waste in certain parts of the United States may be used.

   Where alumina, silica, and iron oxide are not present in the lime-
stone in sufficient amounts, and this is true in most cases, clay,  shale,
or iron ore must be  added to adjust the composition.   Both clays  and
shales display wide variations in mineralogical and chemical content;
some consist  essentially  of aluminum silicates and others may contain
more than 50 percent free silica or quartzite. Adjustment of the silica
content may be necessary.

   Table 3.  RAW MATERIALS USED IN PRODUCING PORTLAND
   CEMENT IN THE UNITED STATES DURING 1962 (Reference  1)

                  Raw material                    Thousands of tons

   Cement rock                                         20,829

   Limestone (including oyster shell)                       69,456

   Marl                                                1,689

   Clay and shale                                        9,943

   Blast-furnace slag                                     1,119

   Gypsum                                              2,826

   Sand and sandstone (including silica and quartz)            1,423

   Iron materials                                          659

   Miscellaneous                                          105

   Total                                               108,049
   Basic blast-furnace slag may be substituted in part for the raw mate-
rials used in the production of portland cement.  Where the slag is used,
the fluxing stone charged to the  blast furnace must necessarily be lime-
stone with high calcium content  and not dolomite with its objectionable
magnesium  content. The slag is mixed with limestone and serves to in-
troduce a part of the lime, silica, alumina,  and iron oxide.  Another raw
material is  fly ash from coal-fired power stations.

MANUFACTURE OF PORTLAND CEMENT                          7

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                       FUEL CONSUMPTION

   In the United States, coal, oil, and natural gas are used, singly or in
combination with  one fuel as the main supply and the other as a standby.
Cost,  availability, and convenience of handling determine the fuels used.


   Only coal requires extensive preparation; a supply  is kept in covered
storage bins or in piles out in the open to ensure against supply inter-
ruption, and to permit blending for the sake of uniformity. As in the
grinding of dry-process raw materials, coal may be dried in separate
driers or in a  combined dry ing-grinding mill.  After being ground to a
fineness of about 80 to 90 percent minus 200 mesh, the coal  may be
stored in bins  and withdrawn by automatic feeders for injection into the
kilns with a stream of preheated primary air. Most plants use direct-
firing-unit pulverizers, with which the dried and powdered coal is swept
through and out of the grinding mills by the heated air stream and blown
directly into the  kiln.  Any dust released from the coal-handling system
can be efficiently controlled by a fabric filter.


    Heated fuel oil is injected into the kilns with or without the primary
air by means of  compressed air or fluid-pressure-steam atomizers.
Natural gas is simply reduced in pressure before passing directly into
a kiln with or without the addition of primary air.

    The amount of fuel used to manufacture cement varies with the effi-
ciency of the kiln, the composition of raw  materials, the process used,
and many other operational factors. In 1963, on the average, one barrel
of finished cement required about 92.3 pounds of coal, or 8.27 gallons of
fuel oil, or 1140  cubic feet of natural gas--the equivalent of approxi-
mately 1,200,000 Btu per barrel of  cement produced.*• This figure is
the statistical  mean of data compiled on all makes and models of kilns
used  today. Modern plants would be expected to consume much  less
fuel.  Long-dry-process  kilns utilize about 900,000 Btu per  barrel,  short-
dry-process kilns with vertical suspension preheaters utilize 540,000 to
640,000  Btu per barrel, and grate-preheater-process kilns utilize approx-
imately  600,000 Btu per barrel.1  Although the wet-process kiln has a
higher heat requirement  than the dry-process kiln,  the fuel  consumption
difference, in many cases,  is partially offset by the heat consumed in
the dryers preceding the dry-process kiln. This is not the case in in-
stances where dryers  do not precede dry-process kilns.
                  CEMENT PRODUCTION PROCESS

   There are four major steps in the production of portland cement:
quarrying and crushing, grinding and blending, clinker production, and
finish grinding and packaging.  Flow charts depicting the various steps
in cement production are shown in Figures 3-A,  B, C, and D.
                              ATMOSPHERIC EMISSIONS FROM THE

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                RAW MATERIALS CONSIST OF
                COMBINATIONS OF LIMESTONE,
                CEMENT ROCK, MARL OH OYSTER SHELLS,
                AND SHALE, CLAY, SAND, OR IRON ORE       PRIMARY CRI
            Figure 3A.  Quarrying and  crushing operation of portland cement production.
           RAW MATERIALS D  li ]
           ARE PROPORTIONED          GRINDING MILL
                                                                     DRY MIXING AND      GROUND RAW
                                                                     BLENDING SILOS       MATERIAL STORAGE
                       RAW MATERIALS ARE GROUND TO POWDER AND BLENDED
             Figure 3B.  Grinding  and blending operation of portland cement production.
         FAN      DUST
                     Figure 3C.  Kiln operation of portland cement production.
                                          CEMENT       BULK STORAGE        BULK    BULK   BOX    PACKAGING   TRUCK
                      GRINDING MILL
         Figure 3D.  Fine grinding and  packaging operation of portland cement production.
MANUFACTURE OF  PORTLAND CEMENT

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QUARRYING AND CRUSHING

   The production of cement begins in the quarry.  Although there are
numerous methods of obtaining the cement rock, limestone, clay, and
shale from the earth, most deposits are worked in open quarries with a
face height ranging from 30 to 200 feet. In many cases, heavy overbur-
den, which may run as  much as 50 to 100 feet in depth, requires exten-
sive stripping and must be relocated.

   Rock must be transported to crushing plants located either at or re-
mote from the quarry.   The types of primary crushers used depend on
the hardness, lamination, and  size of rock produced at the quarry, and
include gyratory crushers, jaw crushers, roll crushers, and heavy ham-
mer mills or impact mills.

   After the rock has been broken in the primary crusher, it  is carried
by conveyors to the  secondary crusher where  crushing may be com-
pleted in one, two, or three steps. Typical crushers are  hammer mills
that reduce the rock to a maximum of 3/4 inch.

   In a typical crushing plant  a primary crusher may reduce  the rock
from as large as 4 to 5 feet across to  6 to 10 inches, and the  secondary
crusher may again reduce this product to 3/4  to 1 inch.  Crushed mate-
rial is generally transported to the raw material storage area by eleva-
tor and belt-conveyor  systems and deposited in piles or compartments.
MIXING AND GRINDING

   The various crushed raw materials must be properly proportioned,
mixed, and pulverized to prepare them for heat treatment or clinkering
in the kiln.  The crushed materials are generally proportioned prior to
the grinding operation, following which the finely ground raw mix is
blended as required.  In some plants, principal raw material compo-
nents are ground separately, with both proportioning and blending ac-
complished after grinding. Product of the raw grinding circuit is so
fine that 70 to 90 percent will pass through a 200-mesh sieve. Two
grinding processes are used—dry and wet.

Dry Process

   In the dry process, free moisture content of crushed materials is
reduced to less than 1 percent prior to or during grinding. The drying
may take place in direct-contact cylindrical rotary dryers, typically
6 to 8 feet in diameter and 60 to 150 feet long, or in "dry-in-the-mill"
combined drying and grinding units  that utilize a mill drying compart-
ment or air separator for heat transfer.  The hot gases may be provided
by direct  dryer firing, from  separately fired furnaces, or by hot-kiln
exit gases (waste heat).  Pulverized coal, oil, or gas fuels are used.
10                           ATMOSPHERIC EMISSIONS FROM THE

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   The dried materials are ground to final product fineness in one or
more stages.  Preliminary or first stage grinding may utilize a cylin-
drical ball mill, rod mill,  or ring-roller mill. The second- or final-
stage unit is usually a ball mill or a "tube" mill, which is a ball mill
with a higher length-to-diameter ratio.  Most of the more recent instal-
lations follow the secondary or tertiary  crushing operation with single-
stage grinding with a combined ball-tube mill unit known as a compart-
ment mill.  Some plants operate single-stage  vertical ball-race mills.

   Modern dry-process grinding units are usually operated in a closed
circuit with air separators that split the mill  output into coarse and
fine  fractions.  The coarse fraction is returned to the mill for further
grinding, and the fine fraction becomes finished raw-mix.  Various
types of closed circuits have been used,  with units  in parallel, or series,
or combinations thereof, but the basic purpose is to minimize objection-
able oversize and develop  a product fineness best suited for effective
combinations in the kiln.

   This finished finely ground raw mix is conveyed by pneumatic pumps
or by mechanical means to blending, homogenizing, and/or storage silos
from which it is withdrawn as kiln feed.

Wet  Process
   Wet-process grinding uses ball mills or compartment mills that are
essentially the same as those used in the dry process except for feed-
ing and discharge arrangements.  Water is added to the mill with the
crushed feed to form a slurry. Where clay is used as a raw material,
it is generally added in suspension as a slip.  Grinding may be done in
one or two stages.  Some installations are closed circuited with bowl-
rake classifiers that return the oversize to the mill as "sands" and dis-
charge the finished product as a very dilute overflow. Excess water in
this overflow is removed in thickeners.

   In other plants, mills are closed circuited with cyclones or screens
that produce a final more viscous slurry that does not require thick-
eners.  The various crushed materials may be proportioned ahead  of
grinding, as in the dry process, or each  major component may be ground
into separate slurries that are then proportioned and blended.  Finished
slurry fed to kilns may contain 30 to 40 percent water, or it may be fur-
ther de-watered in vacuum filters and fed to the kiln as a "cake" con-
taining about 20 percent water."7
CLINKER PRODUCTION

   Clinker production is one of the most important functions in a cement
plant; the quality of the finished cement largely depends upon proper
burning conditions in the kiln.
MANUFACTURE OF PORTLAND CEMENT                         11

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   The rotary kiln used in most plants in the United States is a steel
cylinder with a refractory lining.  Kilns may be 6 feet in diameter by
60 feet in length (a size almost extinct) to as large as 25 feet in diame-
ter by 760 feet in length.  The kiln is erected horizontally with a gentle
slope of  3/8 to 3/4 inch per foot of length, and  rotates on its longitudi-
nal axis.

   The kiln feed, commonly referred to as "slurry" for wet-process
kilns or  "raw meal" for dry-process kilns,  is fed into the upper end of
the revolving sloped kiln.  As the  feed flows slowly toward the lower
end, it is exposed to increasing temperatures.  During passage through
the kiln  (1 to 4 hours), the raw materials are heated, dried, calcined,
and finally heated to a point of incipient fusion  at about 2,900° F, a tem-
perature at which a new mineralogical substance called clinker is pro-
duced. At the lower end of the kiln,  the combustion of coal, fuel oil, or
gas must produce a process temperature of 2,600° to 3,000° F.  The
combustion gases pass through the kiln counterflow to the material, and
leave the kiln, along with carbon dioxide driven off during calcination,
at temperatures of 300° to 1,800° F, depending on the kiln length and
the process used.

   In the grate preheater system or "semidry" system, which was de-
veloped  in Europe as the  Lepol system, the feed is composed of raw
meal mixed with 10 to 12 percent  water and is  formed into pellets of
about 1-inch maximum size.  These pellets are dried and preheated on
a slowly traveling grate through which the hot  gases from the rotary
kiln are  passed.  The pellets are then fed directly into the rotary kiln.

   As the hot waste gases pass through the  kiln exit, they are some-
times utilized in preheat  systems. These preheat systems can affect
the quantity of emissions released from the kiln.  The grate  preheater
method uses a double-pass system whereby the gaseous effluents pass
countercurrently through the wet (12 percent water) mix twice:  first
to preheat the mix and second to dry and partially calcine the mix.

   The suspension preheater system has been  adapted to short, dry-
process  kilns.  In this system, the dry mix  is preheated by direct con-
tact with waste gases in a multistage cyclone-suspension process. The
waste gases pass through one or more cyclones through which the mix
passes countercurrently.

   Two basic types of wet-process kilns are in use in the United States.
Around 1930, short wet-process kilns were  installed with waste-heat
boilers similar to the waste-heat boilers in the short (250 feet) dry
kilns. Shortly thereafter, the construction of short wet-process kilns
yielded to the building of long (350 feet) wet-process kilns with internal
chain preheaters.  Most of the new wet-process kilns utilize  a chain sys-
tem to heat and convey the feed. The system consists of a large  number
of chains suspended in the drying zone of the kiln and so arranged that
in addition to lifting the slurry into the path of the hot gases,  they con-
vey the raw material to the burning zone. The  feed on the large exposed
surface of the chains is in intimate contact with the combustion gases.^

12                           ATMOSPHERIC  EMISSIONS FROM THE

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   As the clinker is discharged from the lower end of the kiln it is
passed through a clinker cooler that serves the dual purpose of reduc-
ing the temperature of the clinker before it is stored and recovering
the sensible heat for reuse inside the kiln as preheated primary or
secondary combustion air. Rotary, planetary, vibrating, or grate type
air-quenching coolers are used to permit a blast of cooling air to pass
through a slowly moving bed of hot clinkers. The cooled clinker is then
conveyed by drag chains, vibrating troughs, or conveyor belts to storage.

FINISH GRINDING AND PACKAGING

   In the final stage of cement manufacture, the  clinker is ground into
cement.  Interground with the clinker is a small amount of gypsum (4 to
6 percent), which regulates the setting time of the  cement when it is
mixed with water and aggregate to make mortar or concrete.

   Various grinding circuits are in use.  The system may be two stage,
with preliminary and  secondary mills, or the entire process may be
performed in a single compartment mill.  Ball mills or tube mills
normally are used. Crushers may be used ahead of the ball or tube
mills.  The grinding system may be open circuit, but most of the mills
are closed-circuited with air separators. The final product has a fine-
ness of 90 to 100 percent minus 325 mesh.  The  average size of a ce-
ment particle reportedly is about 10 microns.   The finished cement is
transported by screws, belt conveyors, or pneumatic pumps to silos  for
storage until it is shipped.

   Some portland cement is packaged in 94-pound bags, which is one-
quarter of the 376-pound "barrel." In bulk, however, most cement is
transported in trucks, hopper cars, railway box  cars, barges, and ships.
                 EMISSIONS AND THEIR CONTROL

   Particulate matter is the primary emission in the manufacture of
Portland cement. There are  also the normal combustion products of the
fuel used to supply heat for the kiln and drying operations,  including
oxides of nitrogen and small  amounts of oxides of sulfur.

   For dust control, the cement industry generally uses mechanical col-
lectors,  electrical precipitators, and fabric filter (baghouse) collectors
or combinations thereof, depending upon the emission and the tempera-
tures of  the effluents in the plant in question and the particulate emis-
sion standards in the community.  Gaseous emissions are controlled
only when an odor problem arises.

CRUSHING

   Dust production in the crusher area depends on the type and moisture
content of the raw material, and the  characteristics  and type of crusher.
If the material has a high moisture content, it may not be necessary to

MANUFACTURE OF PORTLAND CEMENT                         13

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provide dust control for plants located in a relatively isolated location.
Where dust generation from crushing is a problem, the entrained dust
is normally collected by  centrifugal collectors or cloth filters.  In some
cases dust-suppressive aqueous solutions are applied to  control dust in
the crushing circuit.

   In the process of conveying the crushed material to storage silos,
sheds, or open piles, dust is generated at various conveyor transfer
points. A hood is normally placed over each of these points to control
particulate emissions (see Figure 4).  A face velocity of  200 feet per
minute is normally necessary to control the dust emitted at the trans-
fer points.9  Cloth filters have been used extensively and are very effec-
tive in recovering the dust.
        Figure 4.  Arrangement of dust collectors at transfer points of belt conveyors
                            and screw conveyors.
   Storage silos are under slight pressure as a result of material dis-
placing air during the filling operation.  In modern installations dis-
placed dust-laden air is normally vented to a bag-type dust collector.
This is especially true for silos with pneumatic loading  and circulating
systems.

   Where sheds are used for the storage of raw materials, and dust
emission is a problem, they should be as completely enclosed as pos-
sible.  Dust-suppression methods  on open or semi-open piles include
spraying the pile with water or dust-suppressive aqueous solutions,
(e.g., wetting agents or detergents), discharging the contents of the' con-
veyors onto the piles through telescoping spouts close to the top of  the
pile  rather than with a long free fall, and placing wind breakers such as
trees and fences around the piles.
14
ATMOSPHERIC EMISSIONS FROM THE

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RAW DRYING AND GRINDING - DRY PROCESS

   The hot gases passing through a rotating cylindrical dryer will en-
train dust from the limestone, shale, or other materials being dried.
The concentration of dust in the exit gases  is related to the velocity of
the gases, the quantity and size of the fine particles, and their degree of
dispersion in the gas stream.  A heavier dust concentration may be ex-
pected in dryers utilizing kiln exit gases (waste-heat dryers) because of
the dust  carry-over from the kilns.

   Dust concentrations of 5 to 10 grains per cubic foot of rotary-dryer-
discharge gas prior to treatment can normally be expected.10 In one
example, data for two tests of an older dryer showed 13,000 cubic feet
per minute of exit gas at 200° F, carrying  6.0 grains per cubic foot.11
In another case, a number of rotary dryers discharged exit gases through
individual multicyclones followed by a common electrostatic precipita-
tor. Tests indicated 150,000 cubic feet per minute at 150°  F discharged
from the precipitator with inlet and outlet loadings of 3.50 and 0.20 par-
ticulate grains per cubic foot, respectively. This is equivalent to 94.2
percent collection efficiency of the electrostatic precipitator.  At an
estimated collection efficiency of 70 percent for the multicyclones, the
3.5 grains per cubic foot loading discharged by them is equivalent to
11.8 grains per cubic foot loading in the dryer discharge gases.12 The
type of dust control equipment used at this plant would be considered
adequate in that the gases from the drying - grinding operation were
processed through a multicyclone followed by an electrostatic precipi-
tator.  In this particular case, however, the combined collection effi-
ciency of the multicyclone and precipitator was not  sufficient to preclude
a dust nuisance problem in a residential area 1 mile downwind from the
cement plant.  A design for greater dust collection efficiencies could
have precluded this problem.

   The rotary dryer, like the rotary kiln, is a major source of dust gen-
eration in a cement plant and requires collecting systems designed for
higher temperatures. Systems in common use generally include multi-
cyclones or other type mechanical collectors,  electrostatic precipitator
or combinations thereof. Where cloth filters are applied to drying op-
erations, they must be the glass-fiber type suitable for temperatures
above 250° F.

   The most common dry grinding circuits, whether they use ball mills,
compartment mills, or vertical units, are vented from mill discharge
points to provide some air sweep through the mills  to prevent mill
dusting during grinding.  In the normal closed circuits, vents may also
be connected to mill discharge elevators, conveyors, and air separators
to maintain the entire system under negative pressure.  The heavily
dust-laden air from these vents is conducted to dust-collecting appara-
tus,  generally low temperature cloth filters.

   Dusts collected from  mill systems, raw or finish transfer points,
and conveyors present only minor air pollution problems as these are

MANUFACTURE OF  PORTLAND CEMENT                        15

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essentially closed systems and the dust collected is returned into the
unit from which it was collected, or to the mass of material in transit
at the appropriate stage of the process.

   Data on dust loading from mill vent circuits are not readily available,
but the loading may be considered extremely high.  One test on a verti-
cal ring  roller mill showed an exit dust loading of 50  grains per cubic
foot at 139° F in a gas flow of 1,460 cubic feet per  minute. These data
are of only academic significance,  however, because the low tempera-
ture cloth collectors used for this service, when properly maintained,
will essentially collect 99.9 percent of the dust--which is returned to
the circuit. For extremely heavy dust concentrations, pre-cleaning
cyclonic collectors are normally used ahead of and in series with the
cloth filters.

   In the case of "dry-in-the-mill" combination drying and grinding cir-
cuits, the final vent from the  drying or closed-circuit separator or cy-
clone would be treated similarly with cloth filters or  with electrostatic
precipitators in cases where  moisture content of gases is too  great to
assure operation of the filters above the dew point. Dust-collector gas
volumes for ginding circuits depend on the productive capacity and type
of circuit; they range from 2,500 to 50,000 cubic feet  per minute per
unit.
RAW GRINDING  WET PROCESS

   Inasmuch as the raw materials are not dried, but are ground in the
presence of water as a slurry, no dust is generated.
KILN OPERATION

   The largest source of emissions within cement plants is the kiln oper-
ation, which may be considered to have three units:  the feed system, a
fuel-firing system, and a clinker-cooling  and handling system. The kiln
itself (fuel-firing system) has three functions:  drying, calcining, and
clinkering.

   While the same general objective prevails with a closed system for
return of collected dust to the kiln, the complications of kiln burning and
the larger volumes of material to be handled have led to many systems
of dust collection and return.

   Attention has been given to containing within the kiln some portion of
the dust generated.  This may range from simple dust  curtain chain sys-
tems (a dense curtain of light-weight chain hung close  to the kiln exit)
to still highly experimental closed systems of fluidized bed calcination
sintering of clinker. Enlargement of the kiln diameter at the feed end,
which reduces gas velocities, improves the situation slightly by entrain-
ing less dust in the emitting gases. Most modern kilns are so con-
structed.

16                            ATMOSPHERIC EMISSIONS FROM THE

-------
   Modifications of a rotary kiln system or the addition of a suspension
preheater that uses cyclones or moveable grate preheaters are partially
effective in controlling dust generated in the kiln.  Additional control
equipment such as cyclone  collectors and electrostatic precipitators,
fabric filters, or scrubbers are normally used for satisfactory collec-
tion of kiln dust.

   The most desirable  method for disposing of the collected dust is to
return it to the kiln.  The alkali content of the cement product, however,
must often be less than 0.6 percent by weight (calculated as sodium).
Where the alkali content of the raw material going into the kiln is high,
e. g. greater than 1 percent sodium and potassium feldspar, then leaching
of the collected dust may be required to reduce the alkali content  in
order to return the dust to  the kiln.  Methods of returning dust to  the
kiln are:

   1.  Direct dust return to kiln feed prior to kiln entry by mixing dry
      dust and kiln feed either wet or dry.
   2.  Direct dust return to the kiln parallel to the kiln feed either wet
      or dry.

   3.  In multiple kiln installations,  collection of all dust from the group
      of kilns for use as dry kiln feed for a single kiln.

   4. Dust return by scoop  feeders located in front of the chain system
      as dry dust usually on a wet process kiln.

   5.  Leaching systems where the collected dust is mixed with large
      volumes of water and then dewatered by thickener or mechanical
      filters or centrifuges to remove water soluble alkalies.  The re-
      sultant slurry of  reduced alkali dust may subsequently be remixed
      with kiln feed, introduced parallel to kiln feed,  spray impinged
      onto the chain system,  or in some cases used as slurry for  wet
      process raw milling.  The leaching process has been applied to
      collected dust from both wet and dry process kilns when low alkali
      requirements are mandatory, when raw materials are alkali bear-
      ing,  and when high-efficiency dust collection systems entrap the
      alkalies in the emission gases.

   6. Insufflation, which is the return of dry dust into the burning zone
      either through the fuel pipe, as is frequently the case in coal fired
      kilns on unit coal pulverizers, or by a separate pipe parallel to
      the  burner pipe.  Here  the dust entering the burning  zone sinters
      into  small grains of clinker and is discharged with the clinker to
      the  cooler.  In this process the collected dry dust is usually
      pumped from the collecting unit at the feed end to the burner floor
      and into the burning zone through the kiln hood.

   There  is no one satisfactory method of returning the collected  dust to
the kiln; as a result, to control alkalies or improve kiln operation, part
of the dust is disposed  of in other ways.


MANUFACTURE OF PORTLAND CEMENT                         17

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   Disposal of dust, unless it can be sold as a substitute for agricultural
limestone, fertilizer, or as a mineral filler, presents problems. Since
the collected dust may range from a few hundred pounds per hour to
many tons, disposal requires a waste area and a means of moving dust
from the collector to  the waste area. The  collected dust may be mixed
with water and pumped to waste ponds in a manner similar to fly ash
disposal commonly practiced in power generating stations. It may be
dry pumped or truck hauled to worked-out  quarry areas where rain and
weather concrete the  disposal pile into a monolithic mass. Where  open
truck haul to waste is practiced, usually the dust is dampened in a  pug
screw as  it is discharged into the truck.

   If multistage  dust collectors are installed on a kiln,  it is common to
return the first  stage or stages to the kiln  and discard the final stages.
Because the alkalies tend to concentrate in the final stage  (the finest-
size particle of  dust), low alkali cement can be produced with minimum
dust disposal.
Gaseous Emissions
   Gaseous emissions from the combustion of fuel in the kiln are usually
not sufficient to create significant air pollution problems.  Most of the
sulfur dioxide formed from the sulfur in the fuel is recovered as it com-
bines with the alkalies and also with the lime when the alkali fume is
low.13'1   Tests of the kiln exit gases from one portland cement plant
burning 2.8 percent sulfur coal showed  a concentration of sulfur dioxide
ranging from 6 to  39 parts per million.15  Nitrogen oxides can form at
kiln temperatures of 2,600° to 3,000° F, and may be of some concern
in areas that experience photochemical-type air pollution.  Odoriferous
hydrogen sulfide and polysulfides may also be produced in  the drying of
the slurry or in the drying of the dry-process raw material when the
latter is composed of marl, sea shells,  shale, or clay. No data on the
amount of nitrogen oxides or polysulfides produced are available at this
time.
Particulate Concentrations Before Dust Collectors
   To determine  an average particulate emission rate for kiln opera-
tions is often impractical because of the diversity of kiln sizes, firing
rates, types of preheaters and clinker coolers, and feed characteristics
(wet or  dry). Different types of feed composition also affect emission
rates.  In fact, one of the  most important causes of dust emissions is
the way in which gases are liberated and expelled from the raw feed
during the calcination of limestone. Some raw materials remain rela-
tively calm while the liberated gases escape; others appear to  expand
and explode, throwing the  material into the gas stream.  This may ex-
plain why some wet-process plants have a higher dust loss than some
dry-process plants.-^

18                           ATMOSPHERIC EMISSIONS FROM THE

-------
   Ranges of particulate emission rates for kiln operations are presented
here along with generalized emission rates for certain specific kiln oper-
ations.  The two basic processes, wet and dry, and the grate preheater
or semi-dry process are discussed.
   Dry Process

   Data are presented in Table 4 for the following three basic types of
dry-process kilns:  1) the short  rotary kiln with or without a waste heat
boiler, 2) the suspension preheater system, and 3) the long rotary kiln
without a built-in preheater.

   The concentration of dust leaving the kiln and entering the dust collec-
tion systems for all of the dry-process kilns ranged from 1.1 to 12.4
grains per cubic foot.  The arithmetic average concentration for all
tests was 6.4 grains per cubic foot.  No appreciable difference in the
range of dust loadings was apparent for the  different types of dry-process
kilns.

   The amount of dust in the exit gases from dry-process kilns ranged
from 1 to 25 percent expressed  in terms of  the finished cement, or from
4 to 94 pounds per barrel. The  arithmetic average for dust loading in
the kiln exit gases is 11.3 percent of the equivalent finished cement based
on available data for nine dry-process kilns.  Note that several kilns  are
considerably below and above this figure. The average weight  of dust
collected from the kiln exit eases per barrel of clinker has been reported
by Kannewarf and Clausen1" to be 48.1 pounds.  This  value would be
equivalent to 46 pounds of dust per barrel of finished  cement if 5 percent
of the finished cement was gypsum.
   Wet Process

   Emission and operating data for the wet rotary process kilns are
shown in Table 5.  The concentrations of dust leaving the kilns and
entering the dust collection systems ranged from 0.995 to 13.51 grains
per cubic foot for all of the wet-process kilns. The arithmetic average
for all tests was 5.7 grains per cubic foot. Again, no appreciable dif-
ference in the range of dust leadings is  apparent for kilns of different
lengths.

   The amount of dust in the exit gases  from wet process kilns ranged
from 1 to 33 percent of the finished cement.  This is equivalent to 4 to
124 pounds per barrel.  The arithmetic  average for dust loadings in the
exit gases from the  13 wet-process kilns is 10.1 percent of the equiva-
lent finished cement. This is slightly lower than the average for dry-
process kilns despite the abnormally high values for plant 21.  According
to Kannewarf and Clausen1^ the average weight of dust collected per
barrel of  clinker is  39.8 pounds.  This is equivalent to about 38 pounds
of dust per barrel of finished cement.

MANUFACTURE OF PORTLAND CEMENT                         19

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Table 4. EMISSION AND OPERATING DATA FOR DRY-PROCESS ROTARY CEMENT KILNS AND DUST COLLECTORS
Feed preheat method3
Kiln length, feet

Number of kilns per test

Number of tests averaged

Total production rate, bbl/day
Stack gas volume, 1,000 cfm

Stack gas temperature, °F

Method of dust collection,13 primary
secondary

Inlet dust loading, grains/ft3
{stack conditions)

Outlet dust loading, grains/ft3
(stack conditions)

Outlet dust loading, grains/ft3
(60°F)

Outlet dust quantity, Ibs/day
Dust collector catch, Ibs/day
primary
secondary
Dust collector efficiency, percent
primary
secondary
overall
Dust loss before collection,
percent clinker

Dust emission, percent product

W0tle S"P N°ne None None None DP Cross None None None None None None
140 15° 323 314 380 150 118 400 365 125 400 125
200
2 1 1
113 - 2 1 1 1 10 1 1

33 - 1 31213 2
4,000 1,880 5,260 9,580 4,800 2,150 3,800 1,668 6,100 3,300 504 2,900 2,750

48'7 40'4 202-° 300.0 196.6 - 233.7 104.9 421.0 129.0 40.3 122 125

5 375 50° 500 510 150 200 467 497 565 550 845 600 560
WHB MC , Much MC MC MC MC MC
Mc £p MC ™ Hone EP
Bag EP EP EP EP EP


6'91 7'01 8.61 5.51 9.69 12.43 - - 1.H6 1.6 8.5 2.41


°'23 0'84 i-66 0.02 0.47 - 0.041 0.084 0.022 0.684 2.41 0.013 0.136


ll95 0'37 '-55 3-06 0-039 0.55 - 0.073 0.154 0.043 !.3 6.05 0.0265 0.267
8l™ 2l2SO 9'3M 67'9°0 1,264 19,000 2,830 1.970 1,790 1,910 18,216 20,280 326 3,500

M'2°° 430,000 300,000 - 63 600 - - -
68,000 62,200 161,000 9d nfl-, T, A*n
nr rinf. ^4,083 1J.400
' 167,000 183,000 - - 144,000

30 - TT
„ , ~ - 71 60 - - 77.7 - -
~ 86.9 70.2 99.3 90 6 63 5
81'9 96'8 86-9 ™.2 =3-8 %.2 - - 93.0 98.6 SI. 3


4'9 10'7 1Z'2 "-5 29.3 - _ ,.35 O.TOS 27.6 n.3
°'151 ^^ 3-43 O'0351 1-04 0.35 0.138 0.286 0.083 1.47 10.7 0.03 0.34
18 I2 19 28 28 28 28 28 28 28

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     Table 5.  EMISSION AND OPERATING DATA FOR WET-PROCESS ROTARY CEMENT KILNS AND DUST COLLECTORS
Test number 1 2
Feed preheat method3- None
Kiln length, feet 160 350

Number of kilns per test 3 4
Number of tests averaged 2 1
Total production rate, bbl/day 3,980 5,000
Stack gas volume, 1,000 cfm 155.0 186,0
Stack gas temperature, "F 363 290
Percent moisture In stack
gas (volume percent)
Method of dust collection13
primary
EP
secondary EP#1&2
Inlet dust loading, grains/ft3
(stack conditions) 6.50 J-.97
Outlet dust loading, grains /ft3
(stack conditions) 0.22 0.15
Outlet dust loading, grains/ft3
(60°F) 0.35 0.22
Outlet dust quantity, Ibs/day 6,940 5,720
Dust collector catch, primary
Ibs/day 200,000 69,500
secondary
Dust collector efficiency, primary
percent secondary 96. 5 96-90
overall 96.5 92.4
Dust loss before collection,
percent clinker 14.6 4.2
Dust emission,
percent product 0.463 0. 304
Reference 17 21
3 4 5 G 7 3
CB,C -
460 310

1 1141 1
1 2222 4
4,500 - 2,200
146.0 72.2 97.5 72.4 155.9 98.6
320 293 390 450 450 550

36.8 37 29 20 32.5 25-30

MC
Bag EP EP EP EP
EP

.1.1.75 8.47 3.21 3.77 4.99 3.63

0.0098 0.0220 0.0520 0.0194 0.0434 0.0648

0.0148 0.0360 0.0850 0.0339 0.0760 0.126
296 327 1,042 289 1,391 1,314
75,400 70,000
307,000 55,800 161,000 72,300
49,900 45,400
_
99.9 99.74 99. 1 99.49 99.13 98.21

19.1 - 9.4

0.0175 - - - - 0.159
22 23 23 23 23 23
9 10
None
2@380
2@220
1 4
3 8
7,500
155.5 445.0
550 350

25-35


EP EP

3.14,3,31;
11.44 7.21,8.28

0.104 0.469

0.211 0.730
3,383 14,000
-
357,000
"
-.
99.05 97,73

^

0.497
23 28
11 12 13 14 15 16 17 18 19 20 21 22
None C C C C,CB -
475 425 300-425 300-425 423 425 175 600

4 - - - 1 2 3 3 2 1 31
34244411
5,600 2,500 1,900 3,475 3,900 7,067 6,250 7,600 6,861 3,600 2,825 8,269
277.0 141.5 95.0 166.5 84-4 229.9 207.5 448.3 369.8 152.8 209.0 279.0
355 385 450 330 285 343 525 460 450 547 352 390

40.3 36.7 30.2 23.7 35.0 22.9 35.6

MC
EP EP EP EP EP EP EP EP EP EP EP
EP

4.6 0.995 5.28 1.49 3.86 13.51 1.80 4.03

0.091 0.390 0.250 0.069 0.022 0.058 0.030 0.0695 0.034 0.108 0.070 0.028

0.1425 0.634 0.485 0.105 0.032 0.089 0.057 0.123 0.053 0.208 0.110 0.046
5,260 11,400 4,930 2,350 384 2,725 1,296 6,425 2,332 3,395 3,024 1,622
_
44,260 224,000 130,570 291,350 421,630 74,280 229,680


99. 51 94. 2 99.4 95.4 99. 2 99. 17 96. 1 99. 3

5.8 1.8S 10.0 5.0 j.1.9 33.0 7.6 7.7

0.25 1.21 0.69 0.18 0.0261 0.1025 0.551 0.225 0.09 0.250 0.285 0.052
28 28 28 28 28 28 28 28 28 28 28 28
1 C = Chain; CB *= Cross-baffle.
3 MC - Multicyclones; EP - Electrostatic precipitators; Bag = Glass fabric baghouse.

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EVALUATION OF DUST CONTROL EQUIPMENT AS IT AFFECTS KILN
EFFLUENT

   The data in Tables 4 and 5 show that dust collection equipment is
necessary on all cement kilns in the United States.  The method and
degree of control vary with the type of plant and its location. Ranges of
dust emissions from control systems serving wet- and dry-type cement
kilns are shown in Table  6.
        Table 6. RANGES OF DUST EMISSIONS FROM CONTROL
      SYSTEMS SERVING DRY- AND WET-TYPE CEMENT KILNS
Source
a
Kiln- dry type





b
Kiln-wet type



Type of dust collector
Multicyclones
Electrical
precipitators
Multicyclone and
electrical
precipitators
Multicyclone and
cloth filter
Electrical
precipitators
Multicyclone and
electrical
precipitators
Cloth filter
Range of dust emissions from collector
grain /scfc
1.55 - 3.06
0.04 - 0.15

0.03 - 1.3

0.039
0.03 - 0.73
0.04 - 0.06

0.015
Ib/ton of cement
26.2 - 68.6
1.7 - 5.7

0.6 - 29.4

0.7
0.52 - 9.9
4.3 - 24.2

0.35
    aBased on  data from Table 4.

    bBased on  data from Table 5.

    cGrains/scf   Grains per standard cubic foot of
     gas corrected to 60°F and 1 atmosphere pressure.
   It is recommended that the particulate matter be collected by a high-
efficiency collector because of the small particle size of the emitted
dust (see Table 7). As much as 55 percent of the kiln dust particles may
be smaller than 10 microns.
22
ATMOSPHERIC EMISSIONS FROM THE

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       Table 7. EXAMPLE OF SIZE DISTRIBUTION OF DUST
                EMITTED FROM KILN (Reference 24)

Particle size,
micron
60
50
40
30
20
10
5
2.5
Kiln dust finer
than respective particle size,
%
97 to 100
95 to 100
85 to 95
70 to 90
50 to 70
30 to 55
20 to 40
10 to 35
   Although a number of types of dust collectors are used in the cement
industry, only the high-efficiency collectors such as the electrostatic
precipitator and fabric filter, sometimes used in series with inertial
collectors, effectively collect fine dust.  The 60 to  87 percent efficiency
of the multicyclone collector results in a minimum grain loading of 1.55
grains per standard foot (Table 4).  Consequently, the  multicyclone alone
is not an acceptable means of reducing dust emission from the kiln to
the atmosphere.

   Electrostatic precipitators or glass-fabric  filters,  sometimes pre-
ceded by mechanical collectors, are necessary to reduce emissions to
a satisfactory level.  Results (Tables 4 and 5)  of tests made on inlet and
exit ducts of older electrostatic precipitation units indicate that even
though precipitator efficiencies of 96 to 97 percent are obtainable on
large volumes of kiln gas the exit grain loading may still range from 0.2
to 0.3 grains per standard cubic foot. Although these emission rates
may be acceptable in nonurban areas, they would probably result in dust
nuisance problems  if located in or near urban  areas.  New, well designed
and maintained precipitators can remove 99 plus percent of the dust
loading (Test 15, Table  5), and reduce grain loading to 0.05 grains per
standard cubic foot. At least two manufacturers guarantee at least  99.5
percent collection efficiency.20,25

   Glass-fabric filters can reduce dust loading 99.5 plus percent,  or
below 0.02 grains per standard cubic foot.  Figures 5 and 6 show a fab-
ric filter installation.  These collectors can reduce the plume to less
than 10 percent equivalent opacity when properly maintained.  One test
(Test 3, Table 5) with a kiln that utilized a glass-fabric baghouse  shows
grain loadings as low as 0.01 grains per cubic foot.

   Although some plants have experienced problems from moisture con-
densation in glass-fabric filters, other plants have been successful  in
precluding this condition. Dewpoint temperatures in glass-fabric col-
MANUFACTURE OF PORTLAND CEMENT                        23

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  lectors are normally avoided by proper application of insulating mate-
  rial on drop-out hoppers, ducting, fan casings, and compartment sepa-
  rators.  When it is necessary to shut a kiln down for repairs, the forced
  draft fan and baghouse should be kept operating to keep air moving
  through the fabric filters and thus avoid condensation.^6
          Figure 5.  Feed end of rotary kilns showing multicyclone dust collectors,
                             draft fans, and stacks.

     The data in Tables 4 and 5  indicate that high-efficiency electrostatic
  precipitators, glass-fabric baghouses, or mechanical collectors followed
  by precipitators or baghouses can lower dust grain loadings to below
  0.05 grains per  standard cubic foot.  Data illustrating the dust grain
  loadings and dust collection efficiencies needed to  meet particulate emis-
  sion limitations based on process weight are presented in Table 8.

   TABLE 8. ESTIMATED DUST GRAIN LOADINGS AND COLLECTION
EFFICIENCIES NEEDED TO MEET SELECTED EMISSION REGULATIONS
Capacity of
kiln,
bbl/day
2,000
2,000
4,000
4,000
6,000
6,000
8,000
8,000
Type
of
fuel
coal
oil or gas
coal
oil or gas
coal
oil or gas
coal
oil or gas
Process weight,
raw material
plus solid fuel,
Ib/hr
57,600
50,000
115,000
100,000
173,000
150,000
230,000
200,000
Allowable dust
emission rate,
Ib/hr
La Bb
38.6 38.6
34.3 35.4
40.0 45.8
40.0 44.6
40.0 44.9
40.0 48.5
40.0 52.6
40.0 51.2
Approximate dust
grain loading to
meet ordinance,
grains/scf
La Bb
0.08 0.08
0.08 0.08
0.05 0.06
0.05 0.05
0.03 0.04
0.03 0.04
0.02 0.03
0.02 0.03
Approximate dust
collection efficiency
needed to meet
ordinance, %
La Bb
98.3 98.3
98.5 98.4
99.6 99.6
99.6 99.6
99.7 99.6
99.7 99.6
99.8 99.7
99.8 99.7
 a Los Angeles Air Pollution Control District.
 b Bay Area Air Pollution Control District (San Francisco).
 c Grains per standard cubic foot at 60° F and 1 atmosphere pressure.
  24
ATMOSPHERIC EMISSIONS FROM THE

-------
These data are based on averaged emission and gas-flow information
from Tables 4 and 5, applied to particulate emission limitations for Los
Angeles and  the Bay  Area (San Francisco) Air Pollution Control Dis-
tricts.
        Figure 6- Inside of baghouse dust collector showing siliconized glass-fiber
                             bags m position.
   Approximate dust-grain loadings needed to meet these California
ordinances vary from 0.08 grain per standard cubic foot for small kilns
(i. e., 2,000 barrels per day capacity) to 0.02 grain per  standard cubic
foot for large units (i. e., 8,000 barrels per day capacity).  The approxi-
mate corresponding dust collection efficiencies range from 98.3 percent
for small kilns to 99.8 for large units. Kilns of up to 4,000 barrels per
day capacity could meet the process weight limitations for Los Angeles
and for the Bay Area with exit dust loadings of 0.05 grains per standard
cubic foot.  A dust collection efficiency of approximately 99.6 percent
would be required,  however.  For large kilns (8,000 barrels per day)
lower exit dust loadings of 0.02 to 0.03 grain per standard cubic foot
would be required to meet the emission regulations of Los Angeles and
of the Bay Area,  respectively.


GRATE PREHEATER PROCESS

   Although the grate preheater is used presently by only two plants in
the United States, it is briefly discussed here because of its low emis-
sion rates.  The advantages of the grate preheater system are twofold:
first, the  fuel requirement is  approximately 30 to 40 percent less than
that for the  other long-dry-process  kilns; and second, expressed in
terms  of finished cement, the kiln dust losses are  equivalent to only
0.05 to 1.0 percent.  '  Test 7 in Table 4 shows data on the grate pre-
MANUFACTURE OF PORTLAND CEMENT
25

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heater process that utilized no dust collection equipment.  For the three
tests, the dust emissions averaged only 0.35 percent of the cement clinker.
Application of the grate preheater process is often limited to raw mate-
rials with low alkali values.
CLINKER-COOLER EMISSIONS

   The clinker coming from the kiln is normally cooled in rotary-drum,
shaking, inclined, horizontal,  or traveling grate coolers. Cooling air
induced through the rotary-drum cooler may be utilized in the kiln as
secondary combustion air, whereas air drawn through the grate cooler
can only be partially used as  secondary combustion air.  The excess
air from the grate cooler can be used for drying purposes,  or it can be
discharged to the atmosphere; before discharge to the atmosphere, the
excess air passes through a mechanical collector that is very effective
in removing the clinker dust,  which is normally of large particle size.
Only 10 to 15 percent of cement clinker-cooler dust is below 10 microns
in size.
 FINISHING AND SHIPPING

   Clinkers are ground in the same type of mills in which raw materials
 are ground.  The discharge from these mills is elevated to an air sepa-
 rator in closed-circuit grinding. The cement with the proper fineness
 is sent to storage, and the oversize is sent back to the mill for regrind-
 ing. The circuit may be cooled by  air passing through the mill and sepa-
 rator and into a fabric-filter dust collector.

   Cement-material handling (such as pneumatic conveying of finished
 material, bagging, and bulk loading) is a potential source of dust emis-
 sions.  The high salvage value of the escaping material makes dust col-
 lection an economic necessity.  Almost all dust control equipment is of
 the fabric-filter type. Normally material transfer points are hooded,
 which prevents escape of most of the dust.

   Although most plants adequately control emissions from their finish-
 ing and shipping operations by the  methods mentioned, some plants still
 emit dust. These emissions may create extreme nuisances, not only at
 cement plants but also at cement distribution centers.
                             TRENDS

   The manufacture of portland cement has changed enormously in the
past several decades.  The cement industry of the past produced 0.45
ton of clinker per ton of raw material at a fuel-use rate of 1.5 million
Btu's per barrel of cement.  Today the same  capacity plant produces
0.60 to 0.65 ton of  clinker per ton of raw material at a fuel-use rate of
less than 1 million Btu's per barrel.29

26                           ATMOSPHERIC EMISSIONS FROM THE

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   Although emissions from many plants have been partially or wholly
controlled, a few older plants still discharge as much as 3 percent of
their kiln product into the atmosphere. These older plants are  gradually
being replaced with new, modern plants that utilize larger units; the
resulting fewer emission points are equipped with high-efficiency dust-
emission-control equipment.

   Cloth filter bags adequately clean the gases drawn from crushers,
grinders, dryers, and material transfer points.  Glass-fiber filter bags
or electrostatic precipitators adequately clean the hot kiln gases.

   Cement plants are expected to continue this modern trend toward
more efficient production through centralized and effective dust control.
Although the economic benefits resulting from the reuse of collected
dust do not completely offset the cost of the dust-collection equipment,
the esthetic value to the community plus a compliance with certain munic-
ipal and state  air pollution control ordinances make these advances in
dust arrestment worthwhile.
                       ACKNOWLEDGMENTS

   The authors are grateful for the assistance given them by many indi-
viduals and organizations. Appreciation is extended to Mr. R. Emmet
Doherty, Director of the Lehigh Valley Air Pollution Control Agency for
his generous contribution of knowledge and time in the  review  of this
report.

   Grateful appreciation is also extended to the technical representa-
tives of several major portland cement manufacturing companies for
their valuable assistance in the review of this report and in supplying
needed emission and operating data.
MANUFACTURE OF PORTLAND CEMENT                        27

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                         REFERENCES

 1. Rick, R. Ed.  Pit and Quarry Handbook and Purchasing Guide:
    1964. 57th ed.  Pit and Quarry Publications, Chicago, 111.

 2. U. S. Bureau of the Census.  Statistical Abstract of the United
    States:  1962.  83rd ed.  Washington, B.C.  1963.

 3. Landsberg, H. H.,  L. L. Fischman, and J.  L. Fisher.  1970-2000:
    Medium Projections.  Resources in America's Future. The Johns
    Hopkins Press, Baltimore, Md.  1963.

 4. Trauffer, W E.  Cement.  Pit and Quarry, pp. 86-110. January 1965,

 5. Cement Production and Distribution.  Map. Copyright Pit and
    Quarry Publications.  1961.

 6. Trauffer, W. E.  Cement.  Pit and Quarry. January 1963, January
    1964.

 7. Clausen, C. F.  Cement Materials,  Chapter 9 in: Industrial Min-
    erals and Rocks.  3rd ed.  American Institute of Mining,  Metallur-
    gical and Petroleum Engineers, New York.  1960.

 8. Cement.  Encyclopedia Britannica,  Vol. 5,  pp. 153-158. Copyright
    1963.

 9. Industrial Ventilation Manual.  3rd  ed.  American Conference of
    Government Industrial Hygienists.  1964.

10. Personal communication from  control equipment manufacturer.
    October  1961.

11. Personal communication from control equipment manufacturer.
    September 1965.

12. Personal communication from  Stanley T. Cuffe, Division of Air
    Pollution, U. S. Public Health Service, Robert A. Taft Sanitary
    Engineering Center, Cincinnati, Ohio.  March 15, 1965.

13. Personnal communication  from Frederick A. Rohrman, Division of
    Air Pollution, U. S. Public Health Service, Robert A. Taft San-
    itary Engineering Center,  Cincinnati, Ohio. April 23, 1965.

14. Plass, R. J., and H. H. Haaland. Electrostatic Precipitators in the
    Cement Industry.   Presented at the Electrostatic Precipitation Sem-
    inar, Pennsylvania State University.  June  16-21, 1957.

15. Personal communications  from Canada Cement Company Limited,
    Montreal, Quebec, Canada. June 9, 1966.

                                29

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 16.  Kannewarf, A. S., and C. E. Clausen. What Do You Know About
     Cement Kilns?  Rock Products.  May 1962.

 17.  Personal communication from R. E. Doherty, Lehigh Valley Air
     Pollution Control, Northampton, Pennsylvania. March 15,  1965.

 18.  Harrison, B. P., Jr.  Baghouse Cleans 500°+Cement Kiln Gases.
     Air Engineering.  Vol. 5, pp. 14-16. March 1963.

 19.  Burnett, C. E., and E. C. Mertz.  Progress of the ACL System.
     Presented at the National Lime Association,  Operating Division
     Meeting,  Austin, Texas.  October 8, 1957.

 20.  Personal communication from Re search-Cottrell, Inc. September
     3, 1965.

 21.  Wisconsin State Board of Health, State of Wisconsin.  Cement Stack
     Dust Study. Unpublished report.  July 22,  1953.

 22.  Personal communication from cement plant official. April 23,
     1965.

 23.  Personal communication from Koppers Company, Inc.  September
     10, 1965.

 24.  Burke, E., J.  L. Murray, and K. R. Johnson.  Practical Aspects of
     Dust Control in the Cement Industry. In:  Mechanical Engineers
     Contributions to Clean Air, pp. 103-117. February 1957.

 25.  Personal communication from American-Standard,  Industrial Divi-
     sion.  September 13,  1965.

 26.  Doherty,  R. Emmet.  Current Status and Future Prospects -
     Cement Mill Air Pollution Control.  Presented at the National Con-
     ference on Air Pollution, Washington, D. C.  December 12-14, 1966.

 27.  Cronon,  C. S.  Two U. S. Cement Mills Now Save Fuel, Avoid Dust
     Losses with New ACL Calcining Systems.  Chemical Engineering.
     April 18, 1958.

 28.  Personal communications from cement plant officials. June 21,
     1966.

 29.  Bergstrom, J. H.  Cement  Plants of the 60's.  Rock Products.
     May 1964.
30                                                   REFERENCES
                                                        GPO 803—789-5

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                        APPENDIX
 PORTLAND CEMENT ESTABLISHMENTS IN THE UNITED STATES

    The main purpose of this tabulation of portland cement manufac-
tures is to indicate the wide distribution and the principal areas of con-
centration of this industry throughout the country.  Information was
drawn from various sources, particularly Pit and Quarry magazine and
in  some cases cement companies, and is believed to represent the in-
stallations operating as of September 1, 1966.  As a result of sale, mer-
ger, or lease, company identifications may in some cases differ from
those presently in use, but this tabulation should serve the intended
purpose of general identification.
                                31

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                 PLANTS PRODUCING PORTLAND
                 CEMENT IN THE UNITED STATES

            Capacities Stated in Barrels Per Year (1966).
       ALABAMA
Birmingham

Alpha Portland Cement Co.
  Wet process; 1,800,000 bbl.

Lehigh Portland  Cement Co.
  Wet process; 1,840,000 bbl.

Lone Star Cement Corp.
  Wet process; 1,900,000 bbl.

Southern Cement Co.
  Div. American-Marietta Corp.
  Finish grinding plant - no
  kiln operation
Ragland

National Cement Co.
  Dry process; 1,500,000 bbl.
Roberta

Southern Cement Co.
  Division American-Marietta Corp.
  Dry process; 2,600,000 bbl.
        ARIZONA
Demopolis

Lone Star Cement Corp.
  Dry process; 1,500,000 bbl.
Leeds

Universal Atlas Cement Div.
  U. S. Steel Corp.
  Wet process; 2,000,000 bbl.
Clarkdale

Phoenix Cement Co.
  Div. of American Cement Corp.
  Dry process; 2,600,000 bbl.
Rillito
Arizona Portland Cement Co.
  Dry process; 2,700,000 bbl.
Mobile

Ideal Cement Co.
  Wet process; 2,800,000 bbl.
                                33

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      ARKANSAS

Foreman
Arkansas Cement Corp.
  Wet process; 2,800,000 bbl.
  (5,000,000 bbl. in 1966)

Okay

Ideal Cement Co.
  Wet process; 1,850,000 bbl.
      CALIFORNIA

Colton

California Portland Cement Co.
  Dry process; 4,500,000 bbl.
Davenport

Pacific Cement and
  Aggregates, Inc.
  Dry process; 2,800,000 bbl.
Lebec

Pacific Western Industries
  Dry process; 3,000,000 bbl.
  (To be completed in 1966)
Lucerne Valley

Permanente Cement Co.
  Cushenbury Plant
  Wet process; 5,400,000 bbl.
    Monolith

    Monolith Portland Cement Co.
      Wet process; 4,000,000 bbl.
    Pro Grande

    Riverside Cement Corp.
      Div. American Cement Corp.
      Dry process; 6,500,000 bbl.
    Permanente
    Permanente Cement Co.
      Wet process; 8,500,000 bbl.


    Reddir
    Calaveras Cement Co.
      Dry process; 1,500,000 bbl.
    Redwood City

    Ideal Cement Co.
      Wet process; 2,550,000 bbl.
    Riverside

    Riverside Cement Co.
      Div. American Cement Corp.
      Dry process; 4,750,000 bbl.
      (gray)
Mojave

California Portland Cement Co.
  Dry process; 6,000,000 bbl.
34
ATMOSPHERIC EMISSIONS FROM THE

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Riverside Cement Co.
  Div. American Cement Corp.
  Dry process; 650,000 bbl.
  (white)
San Andreas

Calaveras Cement Co.
  Wet process; 4,500,000 bbl.
San Juan Bautista
Ideal Cement Co.
  Wet process; 950,000 bbl.
Victorville
        FLORIDA
Bunnell

Lehigh Portland Cement Co.
  Wet process; 3,350,000 bbl.
                                 Miami
Southwestern Portland Cement Co.
  Wet process; 6,000,000 bbl.
      COLORADO
General Portland Cement Co.
  Florida Division
  Wet process; 2,500,000 bbl.

Lehigh Portland Cement Co.
  Wet process; 2,500,000 bbl.
Tampa

General Portland Cement Co.
  Florida Division
  Wet process; 7,000,000 bbl.
Florence

Ideal Cement Co.
  Wet and dry process;
  2,150,000 bbl.
Fort Collins

Ideal Cement Co.
  Dry process; 2,800,000 bbl.
        GEORGIA
Atlanta

Southern Cement Corp.
  Div. American-Marietta Co.
  Dry process; 1,200,000 bbl.
Clinchfield

Perm-Dixie Cement Corp.
  Wet process; 2,372,000 bbl.
                                 Rockmart

                                 Marquette Cement Mfg. Co.
                                   Dry process;  1,250,000 bbl.
MANUFACTURE OF PORTLAND CEMENT
                              35

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    HAWAII
Waianau, Honolulu

Permanente Cement Co.
  Wet process; 1,700,000 bbl.
    Oglesby

    Marquette Cement Mfg. Co.
      Dry process; 4,250,000 bbl.
Waipahu, Oahu

Hawaiian Cement Corp.
  Dry process; 1,000,000 bbl.
    Joppa

    Missouri Portland Cement Co.
      Dry process; 3,000,000 bbl.
    IDAHO
          INDIANA
Inkom

Idaho Portland Cement Co.
  Wet process; 800,000 bbl.
    Buffington

    Universal Atlas Cement Div.
      U. S. Steel Corp.
      Dry process; 9,700,000 bbl.
    ILLINOIS
Clarksville

Dundee Cement Co.
  Wet process; 7,000,000 bbl.
  (To be completed in 1966)
Dixon

Medusa Portland Cement Co.
  Dry process; 3,500,000 bbl.


La Salle

Alpha Portland Cement Co.
  Dry process; 1,500,000 bbl.
    Greencastle

    Lone Star Cement Corp.
      Wet process; 2,700,000 bbl.
    Logansport

    Louisville Cement Co.
      Wet process; 1,200,000 bbl.
      (2,400,000 bbl. in  1966)
    Mitchell
    Lehigh Portland Cement Co.
      Dry process; 2,500,000 bbl.
36
ATMOSPHERIC EMISSIONS FROM THE

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Speed

Louisville Cement Co.
  Dry process; 5,250,000 bbl.
       IOWA
        KANSAS
Bonner Springs

Lone Star Cement Corp.
  Wet process; 2,400,000 bbl.
Davenport (Linwood)
Chanute
Dewey Portland Cement Co.        Ash Grove Lime and Portland
  Div. American-Marietta Corp.     Cement Co.
  Wet process; 3,200,000 bbl.        Wet process; 2,800,000 bbl.
Des Moines

Marquette Cement Mfg. Co.
  Wet process; 4,500,000 bbl.
Mason City

Lehigh Portland Cement Co.
  Dry process; 3,340,000 bbl.
Northwestern States Portland
  Cement Co.
  Dry process; 4,000,000 bbl.
West Des Moines
Penn-Dixie Cement Corp.
  Wet process; 2,340,000 bbl.
Fredonia

General Portland Cement Co.
  Victor Division
  Wet process; 2,300,000 bbl.


Hum bolt
Monarch Cement Co.
  Dry process; 2,400,000 bbl.
Independence

Universal Atlas Cement Division
  U. S. Steel Corp.
  Dry process; 2,200,000 bbl.
lola
                                 Lehigh Portland Cement Co.
                                  Wet process; 1,340,000 bbl.
MANUFACTURE OF PORTLAND CEMENT
                              37

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       KENTUCKY
            MARYLAND
Kosmosdale
                                 Lime Kiln
Kosmos Portland Cement Co., Inc.  Alpha Portland Cement Co.
  Dry process; 4,000,000 bbl.        Wet process; 2,250,000 bbl.
       LOUISIANA
Baton Rouge

Ideal Cement Co.
 Wet process; 3,000,000 bbl.
Lake Charles
Lone Star Cement Corp.
  Wet process; 2,000,000 bbl.
New Orleans
Lone Star Cement Corp.
  Wet process; 1,500,000 bbl.
    Security

    Marquette Cement Manufacturing Co.
      Dry process; 2,200,000 bbl.
    Union Bridge

    Lehigh Portland Cement Co.
      Dry process; 3,500,000 bbl.
            MICHIGAN
    Alpena

    Huron Portland Cement Co.
      Sub. National Gypsum Co.
      Dry process; 13,800,000 bbl.
       MAINE
Thomaston
    Bay City

    Aetna Portland Cement Co.
      Div. American Marietta Corp.
      Wet process; 8,800,000 bbl.
Dragon Cement Co.
  Div. American-Marietta Corp.   Cement City
  Wet process; 2,000,000 bbl.
                                 General Portland Cement Co.
                                   Peninsular Div.
                                   Wet process; 1,200,000 bbl.
38
ATMOSPHERIC EMISSIONS FROM THE
                                                       GPO 8O3—789—4

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Detroit
                                         MISSISSIPPI
Peerless Cement Co.
  Div. American Cement Corp.
  Wet process; 3,700,000 bbl.

Peerless Cement Co.
  Div. American Cement Corp.
  Wet process; 1,800,000 bbl.
Dundee

Dundee Cement Co.
  Wet process; 6,000,000 bbl.
Brandon

Marquette Cement Manufacturing Co.
  Wet process; 1,300,000 bbl.
                                 Redwood
Mississippi Valley Portland
  Cement Co.
  Wet process; 2,000,000 bbl.
Petoskey

Penn-Dixie Cement Co.
  Wet process; 3,000,000 bbl.
Port Huron
Peerless Cement Co.
  Div. American Cement Corp.
  Wet process; 1,000,000 bbl.
        MISSOURI
Cape Girardeau

Marquette Cement Mfg. Co.
  Wet process; 1,200,000 bbl.

Marquette Cement Mfg. Co.
  Dry process; 1,800,000 bbl.
Wyandotte

Wyandotte Chemicals Corp.
  Wet process; 2,000,000 bbl.
Festus

River Cement Co.
  Div. Missouri River and Fuel
  Dry process; 3,000,000 bbl.
       MINNESOTA
Duluth

Universal Atlas Cement Div.
  U. S. Steel Corp.
  Dry process; 2,000,000 bbl.
Hannibal

Universal Atlas Cement Div.
  Wet process; 2,200,000 bbl.
  (4,000,000 bbl. in 1966)
MANUFACTURE OF PORTLAND CEMENT
                               39

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Lemay

Alpha Portland Cement Co.
  Wet process; 2,600,000 bbl.
    Superior

    Ideal Cement Co.
      Wet process; 1,300,000 bbl.
St. Louis

Missouri Portland Cement Co.
  Wet process; 5,000,000 bbl.
Sugar Creek

Missouri Portland Cement Co.
  Dry process; 3,000,000 bbl.
         NEVADA
    New Fanley

    Nevada Cement Co.
      Dry process; 3,000,000 bbl.
    MONTANA
Helena

Permenente Cement Co.
  Wet process; 1,400,000 bbl.
                                      NEW MEXICO
    Tijeras

    Ideal Cement Co.
      dry process; 2,700,000 bbl.
Trident

Ideal Cement Co.
  Dry process; 1,500,000 bbl.
    NE BRASKA
Louisville

Ash Grove Lime and Portland
  Cement Co.
  Wet process; 3,500,000 bbl.
         NEW YORK
    Alsen

    Lehigh Portland Cement Co.
      Dry process; 2,650,000 bbl.
                                 Buffalo
    Lehigh Portland Cement Co.
      Wet process; 2,340,000 bbl.
40
ATMOSPHERIC EMISSIONS FROM THE

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Cat skill
                                 Kingston
Alpha Cement Co.
  Wet process; 3,000,000 bbl.

Marquette Cement Mfg. Co.
  Wet process; 2,500,000 bbl.
  (3,300,000 bbl. in  1966)
Cementon
Alpha Portland Cement Co.
  Dry process;  1,700,000 bbl.
Hudson Cement Corp.
  Wet process; 4,000,000 bbl.
Ravena

Atlantic Cement Co., Inc.
  Wet process; 10,000,000 bbl.
      NORTH CAROLINA
Glens Falls

Glens Falls Portland Cement Co.
  Wet process; 1,850,000 bbl.
Castle Hayne

Ideal Cement Co.
  Wet process; 3,500,000 bbl.
Howes Cave

Penn-Dixie Cement Corp.
  Dry process; 1,650,000 bbl.
Hudson

Lone Star Cement Corp.
  Wet process; 3,000,000 bbl.

Universal Atlas Cement Div.
  U. S. Steel Corp.
  Dry process; 4,300,000 bbl.
Jamesville
Alpha Portland Cement Co.
  Wet process; 900,000 bbl.
                                      OHIO
Barberton

Pittsburgh Plate Glass Co.
  Chemical Division
  Wet process; 1,500,000 bbl.
Fair born

Southwestern Portland Cement Co.
  Wet process; 3,300,000 bbl.

Universal Atlas Cement Div.
  U. S. Steel Corp.
  Wet process; 2,500,000 bbl.
tronton
                                 Alpha Portland Cement Co.
                                   Dry process; 1,200,000 bbl.
MANUFACTURE OF PORTLAND CEMENT
                               41

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 Middle Branch                   Tulsa

 Diamond Portland Cement Co.      Dewey Portland Cement Co.
  Div. Flintkote Company           Div. American-Marietta Corp.
  Dry process; 3,000,000 bbl.        Dry process;  2,800,000 bbl.
 Paulding
                                         OREGON
 General Portland Cement Co.
  Wet process; 2,500,000 bbl.
                                 Gold Hill

 Silica
                                 Ideal Cement Co.
 Medusa Portland Cement Co.        Wet process; 700,000 bbl.
  Dry process; 1,450,000 bbl.

                                 Lime
 Superior
                                 Oregon Portland Cement Co.
 Marquette Cement Manufacturing     Wet process; 1,200,000 bbl.
 Co.
  Dry process; 1,250,000 bbl.
                                 Lake Oswego
Zanesville                       Oregon Portland Cement Co.
                                   Wet process;  2,000,000 bbl.
Columbia Cement Mfg. Co.
  Sub. Pittsburgh Plate Glass Co.
  Wet process; 3,000,000 bbl.
                                         PENNSYLVANIA
       OKLAHOMA               Bath

                                 Keystone Portland Cement Co.
Ada                               Wet process; 3,300,000 bbl.

Ideal Cement Co.
  Wet process; 4,150,000 bbl.      Bessemer

                                 Bessemer Limestone
Pryor                              and Cement Co.
                                   Wet process; 3,000,000 bbl.
Oklahoma Cement Co.
  Dry process; 2,000,000 bbl.

42                           ATMOSPHERIC EMISSIONS FROM THE

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Bethlehem
                                 Neville Island
National Portland Cement Co.
  Wet process; 2,000,000 bbl.
Marquette Cement Mfg. Co.
  Wet process; 1,750,000 bbl.
Cementon

Whitehall Cement Mfg. Co.
  Dry process; 3,000,000 bbl.
Northampton

Dragon Cement Co.
  Div. American-Marietta Corp.
  Dry process; 2,000,000 bbl.
Coplay
                                 Universal Atlas Cement Div.
Coplay Cement Manufacturing Co.    U. S. Steel Corp.
  Dry process; 2,250,000 bbl.        Wet process; 2,900,000 bbl.
Egypt

Giant Portland Cement Co.
  Dry process; 1,850,000 bbl.
Evansville

Allentown Portland Cement Co.
  Dry process; 2,572,000 bbl.
  (5,000,000 bbl. in 1966)
Fogelsville

Lehigh Portland Cement Co.
  Dry process; 2,210,000 bbl.
Nazareth

Lone Star Cement Corp.
  Dry process; 3,600,000 bbl.

Nazareth Cement Co.
  Dry process; 2,400,000 bbl.

Perm-Dixie Cement Corp.
  Dry process; 1,836,000 bbl.
Stockertown

Hercules Cement Co.
  Div. American Cement Corp.
  Dry process; 3,500,000 bbl.
Universal
Universal Atlas Cement Div.
  U. S. Steel Corp.
  Dry process; 2,600,000 bbl.
Wampum

Medusa Portland Cement Co.
  Dry process; 2,500,000 bbl.
West Conshohocken
Allentown Portland Cement Co.
  Wet process; 2,100,000 bbl.
MANUFACTURE OF PORTLAND CEMENT
                               43

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West Winfield

Penn-Dixie Cement Corp.
  Wet process; 1,908,000 bbl.
    King sport

    Penn-Dixie Cement Corp.
      Wet process; 1,620,000 bbl.
       SOUTH CAROLINA
Harleyville

Giant Portland Cement Co.
  Carolina Giant Division
  Wet process; 4,000,000 bbl.
Holly Hill

Santee Portland Cement Corp.
  Wet process; 2,000,000 bbl.
  (To be completed in 1966)
       SOUTH DAKOTA
Rapid City

South Dakota Cement Plant
  Wet process; 3,300,000 bbl.
       TENNESSEE
Cowan

Marquette Cement Mfg. Co.
  Wet process; 1,020,000 bbl.
    Knoxville

    Volenteer Portland Cement Co.
      Div. of Ideal Cement Co.
      Wet process; 2,800,000 bbl.
    Nashville

    Marquette Cement Mfg. Co.
      Wet process; 1,200,000 bbl.
    North Chattanooga

    General Portland  Cement Co.
      Signal Mountain Div.
      Wet process; 1,750,000 bbl.
    Richard City

    Penn-Dixie Cement Corp.
      Wet process; 1,584,000 bbl.
                                         TEXAS
    Amarillo

    Southwestern Portland Cement Co.
      Wet process; 1,200,000 bbl.
                                 Cementville
                                 San Antonio Portland Cement Co.
                                   Wet process; 2,500,000 bbl.
44
ATMOSPHERIC EMISSIONS FROM THE

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Corpus Christ!

Halliburton Portland Cement Co.
  Wet process; 1,400,000 bbl.
Eagle Ford (P. Q. Dallas)

General Portland Cement Co.
  Wet process; 3,650,000 bbl.
Gulf Coast Portland Cement Co.
  Wet process; 1,500,000 bbl.
Maryneal

Lone Star  Cement Corp.
  Dry process; 2,900,000 bbl.
                                 Midlothian
Dallas

Lone  Star Cement Corp
  Wet process; 4,000,000 bbl.
El Paso

Southwestern Portland Cement Co.
  Dry process; 1,800,000 bbl.
Forth Worth

General Portland Cement Co.
  Trinity Division
  Wet process; 4,000,000 bbl.
Gelena Park

Ideal Cement Co.
  Wet process; 4,075,000 bbl.
Houston

General Portland Cement Co.
  Trinity Division
  Wet process; 3,650,000 bbl.

Lone Star Cement Corp.
  Wet process; 3,300,000 bbl.
Texas Industries, Inc.
  Wet process; 1,400,000 bbl.

Gifford-Hill and Co., Inc.
  Wet Process; 1,500,000 bbl.
  (To be completed in 1966)
Odessa

Southwestern Portland Cement Co.
  Dry process; 1,200,000 bbl.
Orange

Texas Portland Cement Co.
  Wet process; 2,000,000 bbl.
San Antonio

Longhorn Portland Cement Co.
  Wet process; 2,700,000 bbl.

Capitol Aggregates, Inc.
  Wet process; 1,000,000 bbl.
MANUFACTURE OF PORTLAND CEMENT
                              45

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Waco

University Atlas Cement Div.
  U. S. Steel Corp.
  Dry process; 2,000,000 bbl.
       UTAH
Devil's Slide

Ideal Cement Co.
  Wet process; 2,000,000 bbl.
Salt Lake City

Portland Cement Co. of Utah
  Wet process; 1,000,000 bbl.
       VIRGINIA
Fordwick

Lehigh Portland Cement Co.
  Dry process; 1,690,000 bbl.
Lone Star

Lone Star Cement Corp.
  Dry process; 3,500,000 bbl.
Norfolk

Lone Star Cement Corp.
  Wet process; 2,300,000 bbl.
            WASHINGTON
    Bellingham

    Permanente Cement Co.
      Olympic Plant
      Wet process; 1,900,000 bbl.
    Concrete

    Lone Star Cement Corp.
      Wet process; 1,700,000 bbl.
                                 Grotto
    Ideal Cement Co.
      Wet process; 675,000 bbl.
    Metaline Falls

    Lehigh Portland Cement Co.
      Dry process; 1,290,000 bbl.
    Seattle

      Lone Star Cement Corp.
      Wet process; 1,300,000 bbl.
    Spokane

    Ideal Cement Co.
      Dry process; 700,000 bbl.
46
ATMOSPHERIC EMISSIONS FROM THE

                          GPO 8O3—789—3

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       WEST VIRGINIA
Martinsburg

Capital Cement Co.
  Div. American-Marietta Corp.
  Wet process; 4,200,000 bbl.
       WISCONSIN
Manitowac

Manitowac Portland Cement Co.
  Sub. Medusa Portland Cement Co.
  Wet process; 2,000,000 bbl.

Milwaukee

Marquette Cement Mfg. Co.
  Dry process; 1,250,000 bbl.
       WYOMING
Laramie

Monolith Portland Midwest Co.
  Wet process; 1,100,000 bbl.
 MANUFACTURE OF PORTLAND CEMENT                       47
 GPO 603—789-2                     * U. S. GOVERNMENT PRINTING OFFICE : 1 968 — 3C*-8l(5/<3

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