BALTIMORE

       A LESSON IN RESOURCE RECOVERY
   This report (SW-712) was prepared
by Rick A. Haverland and David B. Sussman
and presented at the American Society
of Civil Engineers. Environmental Engineering
      Division Specialty Conference
        July 10—July 12
U.S. Environmental Protection Agency

                1978

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                   BALTIMORE:  A LESSON IN RESOURCE RECOVERY

                                      By
                              Rick A. Haverland*
                              David B. Sussmant
INTRODUCTION
     Among the prime efforts to demonstrate state-of-the-art technology in
resource recovery from mixed municipal solid waste was the Baltimore Landgard
project.!  This project, which involved the present municipal waste disposal
plant at Baltimore, Maryland, was conducted jointly by four agencies!  the
City of Baltimore, the U.S. Environmental Protection Agency, Maryland Environ-
mental Service, and Monsanto EnviroChem.

     The Baltimore plant was designed and built by Monsanto EnviroChem to
thermally process (pyrolyze) 1,000 tons (.907 Mg) per day of mixed municipal
solid waste and to recover energy (in the form of steam) magnetic metals,
glassy aggregate, and char at a cost of about $5.00 per ton ($5.26/Mg).
Although the plant has not functioned completely as designed, its operational
history to date provides information for the advancement of resource recovery
technology.
                                 ii   -            .       -
     The plant had processed approximately 125,000 tons (113,000 Mg) of refuse
from the startup in January 1974 to February 1978, when the^plant was shut
down for the major modifications which will be discussed later.
                    \
ORIGINAL PROCESS DESCRIPTION

     Although the Baltimore Landgard® facility is currently inoperative and
undergoing major modifications, the tense of the following description is the
historical present to portray the" original plant (Figure l) more vividly.
City packer trucks entering the plant are weighed on a truck scale to deter-
mine the amount of refuse entering the plant.  The city trucks then discharge
*  Systems Technology Corporation

t  U.S. Environmental Protection Agency, Washington, D.C.

§  Mention of commercial systems or products does not imply endorsement by the
   U.S. Government.

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                                                           MAGNETICS
                                          •OASES
                                          	KILN
VACUUM BELT
FLOATATION

SOUPS 1
HI
&
D BURNERS
O COMBLC
                                                                   CHAR

                                                                 1—MAGNET

                                                                   GLASS
                                                               .SLUDGE
                                                                     INDUCED
                                                                     DRAFT
                                                                     FAN
                               BOILER FEEDWATER
                                                                     DEHUMIDIFIER

                                                                     '    \
                                                                     EXHAUST TO
                                                                     ATMOSHPERE
REFUSE
 Figure  1.   Process flow diagram (as  originally constructed).
                                                                        BURNER
     Figure 2.   Process  flow  diagram  (after  modifications).

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the refuse into a storage pit where it is stored until it can be fed at a
controlled rate to the processing areas.  The first of these areas is the
shredding area, where there are two shredders in parallel refuse lines.  The
shredded refuse, discharged from either or both of the shredders, is collected
and conveyed to a transfer tower.  Within the transfer tower, the magnetic
metals can be removed from the solid waste stream.  The remaining solid waste
is then discharged to either the storage and recovery unit or directly to a
kiln feed conveyor.  If the shredded refuse is discharged to the storage and
recovery unit, it is stored, recovered, and discharged at a controlled rate to
the kiln feed conveyor.

     The kiln feed conveyor discharges to two ram feeders, which extrude the
refuse through stainless steel tubes into the kiln.  As the refuse tumbles
down the inclined kiln, it is dried, volatilized, and partially combusted
before being discharged into a water quench bath for removal by a drag con-
veyor.  The residue removed by the drag conveyor is discharged into a flota-
tion unit for separation and subsequent recovery of the various components in
the residue.  The light char floats within the unit and flows over a weir to a
thickener.  After the char settles in the thickener, it is pumped to a vacuum
belt filter where it is further dewatered before its final disposition.

     The portion of the residue which sinks in the flotation unit is then dis-
charged to a flat rubber belt conveyor where the magnetic metals are removed
by a magnetic belt separator for sale as scrap.  The remaining glassy aggregate
is then conveyed to a storage pile for use in asphalt road construction.

     Fuel oil burners, which provide supplemental heat, and combustion air
fans are both located at the discharge end of the kiln to provide a flow of
hot gases and combustion air countercurrent to the refuse flow.  The kiln-off
gases exit the kiln at the feed end and proceed through a crossover duct where
air is added to complete the combustion of the kiln-off gases within the gas
purifier.  As the gases travel cyclonically through the gas purifier, molten
particulate is thrown to the walls of the gas purifier and flows to a slag tap
hole at the bottom of the gas purifier near the crossover duct inlet.  The
slag falls through the slag tap hole into a water quench and frits into fine
slag particles.  The slag is then removed from the water quench by a screw
conveyor which discharges it to a truck for landfill disposal.

     Quench air is added to the gas purifier exit gases to cool the gases below
the ash fusion temperature.  The gases then flow through two parallel waste
heat boiler/economizer assemblies and then to a wet gas scrubber.  The gases
exiting the gas scrubber then flow to an induced draft fan which produces
sufficient suction to draw the gases through the entire system and finally
discharges the gases through a dehumidifier to the atmosphere.

PLANT DEVELOPMENTS AND CHANGES

     Since startup, the plant had been plagued with equipment malfunctions and
shutdowns.  In addition, it was not able to meet Maryland particulate emissions
standards.  On February 1, 1977, Monsanto EnviroChem withdrew from the project
and recommended that the city convert the plant into a conventional incinera-
tor.  However, the city believed that the system had sufficient technical

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merit to warrant further investment to make the system more reliable.  The
future plant configuration, after completion of the city's modifications,
is shown in Figure 2.  Because of its severe equipment wear and refuse
retrieval difficulties, the use of the storage and recovery unit will be
discontinued.  The residue separation area will be removed because of its
questionable., economics and the many modifications required to make it func-
tional.  The original slagging gas purifier will be used as a duct, and a new
nonslagging gas purifier will'serve as the afterburner.  The wet scrubber,
induced draft fan, and dehumidifier will be replaced with two electrostatic
precipitators, two new induced draft fans, and a stack.

PLANT EXPERIENCE EXPLOITATION

     While it is doubtful that the original process system at the Baltimore
plant will be duplicated, the experience to date should be exploited in the
design and operation of future resource recovery facilities.

Designing for Municipal Solid Waste Processing Equipment

     Large variations in Refuse compositions can seriously hamper the waste
handling equipment, especially when' commercial or industrial .waste is not
mixed before feeding it to the processing system.  Such experience prompted
the discontinuance of two direct dump chutes on the tipping floor of the
Baltimore plant.  Subsequently, all incoming waste was dumped onto the floor
of the storage pit so that bulldozers could mix the waste before its delivery
to the processing areas.  With the variations in refuse composition thus
reduced, the refuse could be handled more smoothly and efficiently.

     Because of the varying size and irregular shape of the refuse, the chutes
and troughs to collect and distribute the refuse were frequently bridged with
refuse accumulations.  Such bridging stressed the need for minimizing such
passageways and for designing them with divergent or at least parallel sides.

     That was critical to determine the bulk density of the refuse to be hand-
led before designing for specific mass flow rates was highlighted during the
plant operation.  Since the refuse conveyors are rated for volumetric flow
raites and the refuse at the Baltimore plant had bulk densities much lower than
those designed for, the conveyors had considerable spillage when they were
operated at capacity rates.  In any event, the conveyors should always be
designed for a worst case (minimum bulk density) condition.

     As at other refuse processing facilities with similar equipment explo-
sions within the two parallel shredders were potentially hazardous to personnel
and damaging to the peripheral equipment as well as to the shredders themselves.
However, the explosions were sufficiently minimized to prevent damage by
venting the shredders to the atmosphere through a diverging chute and by
installing an explosion suppression system.

     Although shredders can be operated safely, their usage in this process may
be questionable because of their high operating and maintenance costs.  More-
over, the shredding pulverizes waste glass into a fine glassy grit, which
severly abrades all moving equipment in the processing line.  Consequently, it

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may be advisable,to eliminate shredding and design the thermal processing
equipment accordingly, or at least to trommel the refuse for the removal of
metals, glass, and fines before shredding it.

     The storage and recovery unit proved ineffective because of its numerous
shutdowns and operational difficulties.  After short storage periods (generally
a week) the shredded refuse accumulation formed a densified mass intertwined
with rags and wire.  Frequently, the refuse was so compacted that it had to be
removed manually.  The refuse retrieval equipment consisted of chains of
buckets which were pulled across the floor in a sweeping motion by a drive
ring along the silo periphery so that the buckets would push the refuse into a
recessed trough and conveyor at the floor centerline.  When the equipment was
used, the sweep speed had to be so increased to attain the required recovery
rate that the bucket shoes and the floor wore excessively.  On the basis of
the wear data obtained at the Baltimore plant, the bucket wear shoes and the
floor have a useful life of only 80 days at the design feed rate of 1000 tpd
(907 Mgpd).

     Among the more significant advancements in Resource Recovery Technology
at the Baltimore plant was the development of the rotary pyrolysis kiln.  The
kiln, as the primary processing vessel, was unique to the Landgard process.
Theoretically, the pyrolytic kiln has four advantages over the conventional
incinerator:  01)  lower temperatures to prevent the formation of metallic
aerosols so that a gas scrubber rather than an electrostatic precipitator, may
be used to remove the particulate in the flue gas;  (2)  no underfire air to
prevent the lofting of solid particles and therefore minimize the amount of
particulate to be removed in the flue gas;  (3)  a lesser amount of excess air
needed for combustion and therefore a greater energy recovery efficiency along
with smaller-sized air pollution equipment; and  (4)  the use of refractory
instead of grates which burn out more rapidly and therefore are more costly.

     When the kiln for the Baltimore plant was designed from the prototype,
the geometric scaling did not account for the aerodynamic and thermodynamic
changes when going from the small-scale to the large-scale unit.  As a con-
sequence, the thermal processing at the Baltimore plant was not stable.  The
resulting instability caused the following sequence of phenomena:  (a)  a
fireball,  (b)  temperatures 630°F C377°C) above the design level, and  (c)
refuse metals volatilizing into aerosols similar to those produced in incin-
erators.  In addition, the high temperatures caused the refractory to spall
and fall out rapidly.

     To improve the control, stability, and reliability of the kiln process,
an air bustle was installed in the kiln firehood to uniformly distribute the
incoming combustion air across the firing end of the kiln and consequently to
maintain a plug gas flow in the kiln.  Also to reduce the fuel oil consumption
by promoting autogenous combustion of the refuse, additional air was supplied
to the kiln.  Finally, the kiln refractory was replaced with the materials
described in the design specifications, and better installation techniques
were used.

     After these modifications, the kiln operated satisfactorily with no
further downtime due to refractory failure.  However, the refuse metal

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volatilization.in the kiln still continued and ultimately the gas scrubber will
be replaced with'an electrostatic precipitator.

     Unrelated to the kiln process instability and high temperatures, the lack
of underfire air proved of little advantage in reducing the particulate in the
flue gas.  For large amounts of particulate were introduced into the gas stream
in  (1) the kiln and  (2) the crossover duct connecting the kiln-off gas
outlet and the gas purifier.  In the kiln, fines within the shredded refuse
were entrained by the counter-current gas flow as they were lofted with the
refuse fall from the feeder tubes and then with the refuse tumbling down the
declined and rotating kiln.  All refuse fines gathered by the dust collector
system, extending from the shredders to the kiln feedhood, were discharged by
the system fan into the crossover duct where they were entrained by gas flow.

     While the wet scrubber was operating, the induced draft fan required
frequent rebalancing (once every 2 weeks).  The imbalancing was attributed to
the build-up of wet solids on the fan rotor and to severe corrosion of the .fan
rotor.  Severe corrosion also occurred in the scrubber, fan housings and
dehumidifier because of the large amounts of chlorine in the refuse/

     Although the actual bulk densities were generally twire the design values,
most of the frequent failures of the residue and slag conveyors were due to
the large residue and slag masses.  Occasionally, molten residue formed into
balls as large as 6 feet (2 m) in diameter.

     The entire residue separation system was operated for only a short time,
because of its questionable economics and high manpower requirements.

Variation from the Design of the Prototype

     Many of the operational deficiencies, malfunctions, and shutdowns in the
Baltimore plant were due to equipment and processes that differed from those
in the proven prototype system.  For example, while the gas purifier in the
Monsanto prototype was operated in a nonslagging mode, the gas purifier in the
Baltimore plant slagged.  During the demonstration, the frequent plugging of
the slag tap hole at the bottom of the gas purifier caused extensive downtime.

Program Management

     While the four agencies involved in the plant demonstration (the City of
Baltimore, State of Maryland, Monsanto EnviroChem, and U.S. EPA) all worked
toward the successful performance of the demonstration their particular inter-
ests, responsibilities, and orientation differed widely.  In addition to their
varying perspectives, any decision making had to be jointly approved by the
City of Baltimore' and Monsanto.  Consequently, most of the plant shutdowns
were prolonged because of the delays incurred while trying to reach mutually
satisfying decisions.  Further delays were due to city procurement procedures
which required more than 2 weeks to process a purchase order.  Moreover, since
the city was not oriented to revenue-generating facilities, the city admini-
stration could not fully appreciate the requirements to increase the operating
time for lower processing costs per ton of refuse.

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SUMMARY OF OPERATION

     The thermal efficiency of the plant was approximately 50 percent for an
average refuse feed rate of 30 tph (454 kg/min).   The capital outlay for the
plant thus far has been $22 million.  During the limited plant operation from
the start-up in January 1974 to the shutdown for major modifications in February
1978, the annual operating and maintenance cost was $3 million, and the annual
steam revenue was $1 million.  The net operating cost based on historical data
was $58.20 per ton ($64.10 per Mg) of refuse processed.  However, if the
annual throughput of 74,000 tons (67,000 Mg) could be substantially increased .
to the design level of 300,000 tons (270,000 Mg)  by optimizing the plant
operation, operating costs could be reduced to $7.10 per ton C$7.80 per Mg) of
refuse processed.

ACKNOWLEDGEMENTS

     This paper is based on a three-volume report documenting the performance
of Contract No. 68-01-4359 entitled, "Technical and Environmental Evaluation
of the EPA Demonstration Resource Recovery Project, Baltimore, Maryland", and
sponsored by the U.S. EPA, Office of Solid Waste, Washington, D.C.

     On behalf of their respective agencies, the authors are pleased to
acknowledge the cooperation, of the Baltimore Landgard plant staff and the
City of Baltimore during all phases of the contract performance.

     Since the manuscript of the above-mentioned report has only recently been
submitted for review and approval, this paper, as well as the report, is
subject to revision.
pa  1714
SW-712

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