Energy
             Recovery
                     from
                  Waste
            This report (SW-36d.i)
          on solid waste management
       demonstration grant #EC-OOZ12
   to the City of St. Louis3 Missouri,
                    was written
          by HOENER & SHIFRIN, INC.
U.S. ENVIRONMENTAL PROTECTION AGENCY
                         1972

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                     2d printing

                        1973
         An environmental protection publication
in  the solid waste management series  (SW-36d,i)
    For sale by the Superintendent of Documents, U.S. Government Printing Office
               Washington, D.C., 20402 - Price 40 cents

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 FOREWORD

 THE  AMOUNT OF SOLID  WASTE collected in the United
States  has increased from 2.75 pounds per person per day in
1920 to 5.3 pounds in  1968,  and is projected to increase to 8
pounds by 1980.  All the while, America's population and the
pressure on  natural resources continue to increase. Growth
in population and in the amount of solid waste collected per
person magnify  the seriousness  of the  disposal problem.
Prevailing disposal techniques— burning and dumping—con-
tinue to  waste resources and frequently pollute the air and
water.   Moreover, even sanitary landfilling, a desirable and
environmentally sound waste disposal technique, does  not
contribute to the recovery of resources.  With these facts in
mind,  the U.  S. Environmental Protection Agency has been
studying  various  solid  waste recycling processes  for metro-
politan areas-energy recovery, materials separation and reuse,
and chemical conversion processes.

 The particular process  described in this report is the recovery
of thermal energy by burning shredded residential  solid waste
as supplementary fuel  in  boiler furnaces.  This process was
initially studied in 1968  by the City of St. Louis with partial
funding from  the Federal solid waste management program.
The  results  of that study were  encouraging; the  required
equipment  is commercially available, and a power company
serving the metropolitan area, the  Union Electric Company,
concurred with the high probability of success of the process
by offering  to the City its full cooperation.  This  included
providing two test boilers and offering to contribute  a  sub-

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 The quantity of ground-up refuse used  for fuel is only  a
small percentage (nominally 10 percent by heating value) of
the fossil fuel  normally fired to the boilers.  However, the
two  test boilers fitted to  burn refuse,  although of  only
moderate size, can each consume about 300 tons of waste
material  per  day at  the 10  percent burning rate.  This ton-
nage is equivalent to the residential  solid waste generated by
170,000 people.   If it  is found  feasible to burn larger per-
centages of refuse as fuel, the quantity of refuse disposed of
by this means will increase accordingly.

BACKGROUND

 All major metropolitan areas within the  United  States face
an increasing problem in the disposal of solid wastes.  For the
most part, the technology  utilized up  to  this time for  solid
waste  disposal has  not been sufficiently sophisticated to
permit efficient conservation of natural resources.  Further,
it is  apparent that full advantage has not been taken of even
proven areas of technology in the disposal of solid wastes.

 The recovery of waste heat resulting from the combustion of
solid waste materials is not a new concept and has been prac-
ticed in Europe for years. The practice has  not been common
in the United States; until recently it was confined to relative-
ly inefficient waste heat boilers installed in conventional refuse
incinerators.  A few more sophisticated solid waste incinerators
now are being built, incorporating boilers for the production
of steam.   These  newer  facilities  unfortunately are  quite
costly  and, to be effective as resource  recovery units,  must
have markets for the steam they are  designed to produce.
Such markets are not always readily available.

 Consider, however, a  large, efficient, existing utility power
plant, already integral  with a system for producing, distribu-
ting and marketing electricity. It follows that if a means were
devised to  burn refuse as fuel in  existing power plant boilers,

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without creating significant  adverse effects, the  matter  of
finding a market for the energy available from refuse would
automatically be resolved, since utilities can market essentially
all of the power they have the capability of producing.

 The St. Louis project was conceived under the premises that
if  residential solid  waste were properly prepared, and if  it
were to replace only a small percentage of  the fuel fired to
coal-fired  boilers, the effects would be little, if any, different
than if the fuel were entirely coal.  Although coal-fired power
plant boilers are not without operating problems of their own,
a comprehensive study concluded  that such  problems would
not  be significantly increased, if increased at all, by burning
prepared refuse  as supplementary fuel.  That study was con-
ducted for the City by Horner & Shifrin,  Inc. with the close
cooperation of the Union Electric Company. (1)

 The concept was found  attractive enough for the Union
Electric Company to offer the use of two of its major power-
producing boiler units  for full-scale tests, and to contribute a
substantial sum ($550,000) toward the installation of facilities
to implement these tests.  Also intrigued by the concept was
the Office of Solid  Waste Management Programs of the U. S.
Environmental  Protection  Agency,  which  partially funded
the original  study, and which, together with the Office of Air
Programs, is partially funding the construction and operation
of the facilities required  for  the full-scale demonstration
program.

PROCESS DETAILS

 Residential solid waste, in its raw state, is remarkably hetero-
geneous in appearance.  After milling, however, the refuse
(1)   Horner & Shifrin, Inc.,  "Study of  Refuse as Supple-
     mentary  Fuel for Power Plants," St.  Louis,  Missouri,
     1970.  95 p.

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                            TABLE 1
            COMPOSITION OF RESIDENTIAL SOLID WASTE

                        AND COAL SAMPLES
                          (AS RECEIVED)
                             Refuse '
                                                  Coal +
      Proximate Analyses

         Moisture
         Ash
         Volatile
         Fixed Carbon

         Btu per Pound

      Ultimate Analyses
19.69 -31.33
 9.43-26.83
36.76 - 56.24
 0.61 -14.64

4,171 -5,501
  6.20-
  9.73-
 34.03 -
 42.03 -
10.23
10.83
40.03
45.14
11,258 - 11,931
Moisture
Carbon
Hydrogen
Nitrogen
Chlorine
Sulfur
Ash
Oxygen
19.69
23.45
3.38
0.19
0.13
0.19
9.43
15.37
-31.33
- 33.47
- 4.72
- 0.37
- 0.32
- 0.33
- 26.83
- 31 .90
6.20-
61 .29 -
4.49 -
0.83-
0.03-
3.06-
9.73-
9.28-
10.23
66.18
5.58
1.31
0.05
3.93
10.83
16.10
         *  From three samples of St. Louis residential solid waste, with magnetic
           metals removed.
         +  From three samples of Union Electric Company coals.
becomes  more homogeneous, in both  appearance and  con-
sistency. Within reasonable limits, the analyses of refuse from
different  parts of the country have been found to be surpris-
ingly consistent.

  Investigations of the quality of residential solid  waste pro-
duced in the  St. Louis area, although  limited in  scope, dis-
cjosed characteristics  similar to those found in other parts of
the country.  A comparison of the ranges of composition of
refuse and coal for the St.  Louis area was made (Table 1).  As-

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received  calorific values  of  refuse were found to be in  the
general  range of 4,200 to 5,500 Btu  per  pound.  The  ash
content was found to be about twice that  of  coal.  Ash
fusion temperatures were apparently very similar  to those of
Illinois bituminous coal.  The sulfur content was found to be
only a fraction of one per cent. The chlorine content, how-
ever, was found to be higher than in most coals.
PROCESSING FACILITIES

 The solid waste  to  be processed for use as fuel,  at least
initially, will  be confined to that produced from  households.
No bulky  materials, such as appliances, furniture or tires, or
wastes from  industrial or commercial establishments will be
processed.   However,  certain selected  industrial and  com-
mercial  wastes may  be processed later.

 Refuse processing, to produce  300 tons  per day of supple-
mentary fuel, will be accomplished during one 8-hour shift.
Since magnetic metal will be removed, the equivalent quantity
of raw refuse requiring processing will be about  320 to 330
tons per shift. Two-shift operation of the processing facilities
will  be  required if the supplemental  fuel  is  fired at rates
above the  nominal 300-tons-per-day  rate.  This will still
permit the third shift to be devoted to scheduled maintenance
of refuse  grinding (hammermill) and other handling equip-
ment.  The hammermill and conveyors have been selected to
provide a  nominal production rate of 45  tons of raw refuse
per hour.

 Raw refuse is  discharged  from packer-type  trucks to the
floor of the raw-refuse-receiving building.  Front-end loaders
are used to push the raw refuse to a receiving conveyor. This
method of handling raw refuse was selected over the pit and
crane method in order to achieve more uniform feeding rates,
to effect economy, and to  provide  an  additional  means of

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                       Belt Conveyor
                                          Magnetic Separator
                                                Magnetic Metals
                                                  ck
 Conveyor
            Self-Unloading
            Transport Truck
                                             Storage Bin
                                          Belt Conveyor

                                    Belt Conveyor

                                    Belt Scale
                                  Stationary  Packer

                   REFUSE PROCESSING FACILITIES
                                                     FIGURE 1
controlling the quality of the material being processed. From
the receiving conveyor, the raw refuse is transferred to an
inclined belt conveyor, which in turn discharges to a vibrating
conveyor,  which  feeds the  hammermill directly  (Figure 1).

 The hammermill is  a conventional mill with a horizontal
shaft.   It  has a  hammer  circle of about 60 inches,  and an
interior rotor length of about 80  inches.  At the  time the
design of the  mill was agreed  upon, there was no evidence
that any other type of mill  could provide either the produc-
tion rate  required or the control over particle sizes desired
for purposes of this process. The mill is powered by a direct-
connected 1,250-horsepower, 900-rpm motor.  Single-stage
milling was deemed appropriate for purposes of the prototype
installation, although two-stage milling  normally is advocated
for this type of operation.  The mill has a grate  cage which
provides openings of about 2 inches by 3 inches.  Tests run
on  a similar  but smaller mill  indicated that essentially all
milled particles would be less than 1-1/2 inches in  size,  that
96 to 98 percent by weight of the particles would be less than

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1  inch  in  size,  and that about 50  percent  of the  particles
would be  less  than 3/8  inch  in  size.   Uncompacted bulk
density  of  the  milled  material,  depending upon moisture
content and composition, was found to be variable, as low as
4  pounds  per cubic foot in some cases, and as high as 12
pounds  per cubic foot  in others.   This  variation in density
poses problems in equipment design and selection, since some
equipment is designed on a  gravimetric basis and others on a
volumetric basis.


 From the hammermill, the milled material  is discharged to
another vibrating conveyor,  feeding an  inclined belt conveyor
leading  to  a storage bin.  Magnetic  separation is effected at
the head  pulley  of this  belt conveyor, with  the magnetic
metals discharged to  trucks for sale as scrap.


 The storage of milled refuse  poses  problems  requiring
special  attention.  For  the prototype installation,  since a
convenient alternate means of refuse  disposal was available
(the processing plant  was constructed adjacent to an existing
city solid  waste  incinerator) and since the interruption of
refuse-firing to the boilers would not cause significant opera-
tion problems, it was concluded that only minimum storage
volume  for the  milled material was necessary.  The storage
volume  provided, therefore, is only sufficient  to permit a
relatively  even flow  of  supplementary fuel to  the  boilers.
Milled refuse, having laminar characteristics, has a bridging
tendency, and storage bin design must be such that bridging
will  be  minimized. The most  effective means of preventing
bridging appears to be the construction of bins with a greater
cross section at the bottom than at the top. It  also  is necessary
to provide a bin-unloading device which will  remove material
from all parts of the bin bottom without resorting to the use
of  hoppers, in which the  material  almost  certainly  would
 bridge.  For this reason,  traversing augers are being used to
unload the storage bin.

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 From the storage bin, the supplementary fuel is conveyed to
a stationary packer for loading into self-unloading trucks for
transport to the power plant.  In the prototype project, the
power plant  is located about  18 miles from  the processing
plant.  At the nominal 300-ton-per-day firing rate,  only one
25-ton load of supplementary fuel will  be  delivered to the
power plant every two hours.  If it were feasible to locate the
processing facilities near the power plant, it would be possible
to eliminate truck transport by pneumatically conveying the
supplementary fuel directly to the boilers from the storage
bin.

RECEIVING AND FIRING FACILITIES

 The self-unloading mechanisms of the transport trailers dis-
charge the supplementary  fuel to a receiving bin, from which
the material is conveyed to a pneumatic feeder for transfer to
a surge bin (Figure 2).  The surge bin  is equipped with four
drag  chain unloading conveyors,  each of  which  feeds  a
pneumatic feeder.   Each  of these four pneumatic  feeders
conveys  the supplementary  fuel through a separate pipeline
- Self-unloading Transport Truck

      - Receiving Bin
                                           -Boiler Furnace
                                Surge Bin
     n       c j    Drag Con
     Pneumatic Feeder^   3
                       Blower
                     Pneumatic Feeder

/


                             V
                                               To  Precipitator
                                      Bottom Ash


           SUPPLEMENTARY FUEL RECEIVING  AND  FIRING  FACILITIES
                                                   FIGURE 2

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directly to a firing port in each corner of the boiler furnace.
The pipelines are about 700 feet long.

 The pneumatic systems are of the high-pressure  type,  in
which the  material to  be  conveyed is introduced by a rotary
air  lock feeder into a pressurized pipeline.  The air velocities
of  the conveyed particles,  depending upon their mass, are
expected to  be about 50 to  70 feet per second. The initial
pressures in the pipelines  depend upon their length as well  as
upon the  quantity  of material to be  conveyed, and  will
normally be several pounds per square inch. The boilers are
operated with balanced draft, with a slightly negative pressure
in the furnaces.

 The division of responsibility between the City of St. Louis
and the Union Electric Company for this project was deter-
mined to be  between the  receiving facility and the surge bin.
The operation of the surge bin and  the pneumatic boiler
firing systems have been  established to be the responsibility
of the utility.   The  delivery of the supplementary fuel and
its transfer to the surge bin is the City's responsibility.

TEST BOILER

 The two twin boilers to  be  used for testing in the St. Louis
project are small when compared to the newer units in the
Union Electric  Company system, but they are of modern,
reheat design, and the test results from these units should be
applicable to numerous other similar existing units in service
in many parts of the country.  Built by Combustion Engineer-
ing,  Inc.,  whose personnel cooperated fully in the original
study, the units each  have  a nominal rating of 125 megawatts,
and each  will burn about 56.5 tons of  Illinois bituminous
coal per hour at rated  load.  The units are tangentially fired,
with  four pulverized coal burners in each corner of the fur-
naces. Since  they also are fitted to burn  natural gas, they
will be capable of burning refuse with gas as well as with coal

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 during the test program. The furnaces are about 28 feet by
 38 feet in cross section, with a total inside height of about
 100 feet (Figure 3).
  At full load, the quantity of refuse for each boiler equivalent
 in heating value to  10 percent of the coal is about 12.5 tons
SUPERHEATER
ECONOMIZER
                                                 FEEDERS
             MERAMEC  UNIT  NO.  1
          UNION   ELECTRIC   COMPANY
              COMBUSTION  ENGINEERING, INC.
                                                  FIGURE 3
10

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per hour, or 300 tons per 24-hour day.  Refuse will be fired
24  hours per  day,  but only  5 days  per  week, since City
residential solid waste  collections  are scheduled on a 5-day-
per-week  basis.  No difficulty in  boiler operation accruing
from this interrupted refuse-firing schedule is anticipated.

 Other than installing a refuse-burning port in each corner of
the furnaces, no modifications to the test boilers were made.
The refuse-burning  ports were installed between the two
middle coal burners.  No alterations to the pressure parts of
the boilers  were  necessary.  The milled  refuse  is  burned in
suspension,  in  the same flame pattern  as the pulverized coal
or  gas.  As is typical  of  utility grade boilers, the furnaces
have no grates.  Nonburnable particles, or burnable particles
with sufficient mass to  prevent them from being consumed in
suspension,  therefore are  likely to  fall  to the bottom ash
hopper.

 The prepared refuse is fired at a constant rate.  The existing
boiler  combustion  controls vary the  rate of firing  of the
pulverized coal or gas to accommodate the heat requirements
of the boilers.  Should  the boiler go out  of service suddenly,
for any reason, an  electrical interlock  will  immediately stop
the feeding of refuse,  although  the  pneumatic  blowers will
continue to function in order to clear the pipelines  of any
refuse  remaining in them.

 No modifications  were  made to  either  the  electrostatic
precipitators or the  bottom-ash-handling  systems.  Although
a significant increase in the quantities of ash was  anticipated,
particularly  in  bottom ash, the existing ash  handling facilities
were regarded  as adequate, at  least for purposes of the test.
Since both  fly ash  and bottom  ash  are presently marketed,
tests will be conducted to ascertain changes in ash quality as
a result of burning  refuse as supplementary fuel.  However,
the low refuse-burning  rate is not anticipated to substantially
change the ash characteristics.
                                                        11

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 Combustion Engineering, Inc., in their initial appraisal of the
applicability of the process to the test boilers, concluded that
the air and gas  weights  would be very close to the  original
design conditions,  and that  the forced  draft  and induced
draft  fans  would  be adequate.

POTENTIAL BOILER OPERATING PROBLEMS

 Although  the limitation of  burning residential solid waste
as only a small  percentage of the total fuel should  tend to
minimize any  potential additional boiler operating  problems,
there are several potential effects which are being given special
attention in the tests.  Slagging, corrosion, completeness of
burn-out, and precipitator performance are, therefore,  being
thoroughly evaluated.

 Some slagging can be expected in most coal-burning boilers,
with  the degree of slagging  related  to coal quality and to
operating procedures.   Preliminary  investigations  indicated
that the ash fusion temperatures of refuse were in the same
range  as those  of  Illinois bituminous  coal.   Other coals,
particularly those with low sulfur contents, may have higher
ash fusion  temperatures.  The tests will include observations
of potential slagging tendencies of mixtures of refuse ash and
coal ash.

 An evaluation made by Combustion Engineering, Inc., during
the preliminary  studies indicated the  possibility of a slightly
increased corrosion potential.  Probes will  be installed at
strategic points  in  the boiler  to assess the effects,  if any, of
corrosion.  The removal of magnetic metals, along with the
zinc,  lead,  and tin that often  will be  bonded to them,  is ex-
pected to reduce the potential adverse effect of corrosion and
plating caused by metal oxides.

 Since utility  boilers are not  normally equipped with grates,
there  was some  concern  that  larger burnable particles would
12

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not be completely consumed in suspension. The small particles
achieved in the  type of milling equipment provided  is ex-
pected to decrease this possibility,  particularly in view of the
large percentage of paper in refuse.

 When burning pulverized coal and milled refuse in combina-
tion,  some  increased  particulate loading may  occur in the
boiler  exhaust gases which  are  cleaned by an electrostatic
precipitator. Therefore, tests will be conducted to determine
the relative  precipitator performance.  Air pollution tests will
also be conducted on the stack gases to evaluate the effect of
refuse  combustion  upon  gaseous pollutant emissions.   It is
expected that the firing of refuse and coal  will not produce
discernible increases in either gaseous or  particulate emissions
when compared to burning coal alone.
ECONOMICS

 Of particular importance are the relative economics of the
application.  The basic economic elements are: (1) the total
unit cost of processing, transporting, and firing the refuse as
supplementary fuel,  including  those  costs  accruing to  the
utility;  (2) the costs of alternate means of residential solid
waste disposal;  (3)  the value of the  magnetic materials re-
covered; (4) the value of the milled residential solid waste as
fuel when compared to the value of fossil fuel. Under almost
any situation, the capital cost  of the facilities required for
application  of the  process would be  substantially less than
that of  conventional incineration  facilities.  Total  unit costs
per ton, including operation, maintenance, and amortization,
could be comparable to those  of sanitary landfill when the
landfill  is  in a location remote  from  the  point  of refuse
generation.

 Utility fuel  costs are rising rapidly, and even under present
conditions the relative value of refuse as fuel could be signifi-
                                                        13

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cant.  The net cost of  residential solid waste disposal by this
means, therefore, could be  highly attractive in many of the
metropolitan areas of the  United States.
APPLICABILITY OF PROCESS

 The prototype  installation  for burning  residential solid
waste  as  supplementary  fuel includes the  adaptation  of
tangentially-fired  boilers.  Indications are that such units are
the most  easily adaptable  of  the various types in common
use.   However, there appears  to  be  no reason why cyclone-
fired  boilers could  not be adapted,  or why front-fired and
opposed-fired units could not be fitted with  refuse-burning
ports, even if some modification  of pressure parts were to be
required.

 Although the original investigations were confined  to pul-
verized coal-burning boilers, the test boilers are fitted to burn
natural gas as well,  and therefore  are capable of burning solid
waste with gas as well as with coal during the testing program.
There is no  reason why boilers burning oil also could not be
adapted to burn solid waste, provided they have the capability
of handling both bottom ash and fly ash.

 The capability of existing suspension-fired boilers to consume
municipal solid waste as supplementary fuel  is great enough
to permit the process to serve as a  principal  means of solid
waste disposal  for  many metropolitan  areas,  even when the
supplementary  fuel is fired as only  10  percent of the total
fuel  requirement.  A  600-megawatt unit, for example, could
at full load consume on the order  of 1,200 tons of solid waste
per day at the 10 percent rate.  By 1973, the suspension-fired
boilers in  the St.  Louis area will have the potential capability
of consuming over twice the amount of  municipal solid waste
produced  in the  entire metropolitan area with a population
of over 2,500,000.
14

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 The process cannot be  expected to  be applicable  in  all
metropolitan areas. Some types of fossil-fuel-fired boilers are
not as adaptable as others.  Boilers operating essentially as
base load units may be more desirable for burningsolid waste
than those operated at partial loadings.  Cooperation between
utilities  and  municipal  corporations  sometimes  may  be
difficult  to  achieve.  The quantities of supplementary fuel
available in some areas may not be sufficient to be of interest
to the utility.  The location  of the  power plant  may not
always permit economical application  of  the process.

 In the case of the prototype project, the City of St. Louis is
delivering the prepared residential solid waste to the utility
at no cost for the duration of the tests.  Depending  upon the
circumstances of a given case, this same arrangement could  be
mutually attractive to another combination of a city and a
utility, or a city might be willing to pay the utility a nominal
fee for using the solid waste, or the utility might be willing to
pay the city a nominal fee for the supplementary fuel. Each
situation  requires  an  objective  appraisal  to determine the
appropriate  basis  for  negotiation.

 The process shows  promise of having fairly extensive ap-
plication  once a satisfactory financial  arrangement can  be
worked out between the utility and the solid waste supplier,
whether  it be a  governmental unit or a  private organization.
It  could  provide an economical  means  of disposing of large
quantities  of solid waste, effect recycling by the  direct
recovery of electrical energy, conserve  natural  resources  of
fossil fuel and magnetic metal, and, to some degree, assist in
the control  of  air  pollution.    The  preliminary appraisals
indicate  that  these potential  benefits  may be achieved by
effecting  sufficient cooperation  between  municipalities and
utilities to permit  use  of existing  large-scale  power plant
facilities, by using commercially  available equipment and by
applying already tried and proven basic technology.

                                                 ya72342R

*• U. S GOVERNMENT PRINTING OFFICE  1973 — 514-153/204                      "| 5

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